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HomeMy WebLinkAbout36763 Eiland Blvd (3)H MEDICAL OFFICE BUILDING ZEP LS,FLORIDA 33542 SHALL COMPL Y A; TH )DES FLQFiIo4 SUILDO"4G (,OF, -71011AL ELECTRIC Corj;: E, ND THE ri-t-, 10 )RDINAMC 'I FZEPH)/RHI ES F, -I M ANSCO U) P, COUN I Y >-< -J0 Cl-• z 2 < 00 Q W --JZC Qfo ou L tu-jluu-i < ONO LL. Z LL. REVISIONS BY Cn C\J C 4-- C\1 u C\J a) C C\J - C111 v)U. C14 LL. vp QL) �7 C Q. u 'p, C z C 0 m -J E < in C, -0 *C 0 0 LL. — Li 0 C) :2 C) rn L) > 0 >1 m -C z 0 —J LL- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet T1 WProjectsTrojects 2015\1 5025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architecmml\ TI -nTLE.dwg, 2/9/2018 9:11:45 AM, JSimon, Xerox 6604 PS.pc3 A55REVIATIONS GENERAL NOTES WILDIWu CODE INFORMATION MEX OF: DRAUJINC33 APPLICABLE CODES AND STANDARDS 4 AND FADA FLORIDA ACCESSIBILITY O.D. OUTSIDE DIAMETER, 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE TI TITLE SHEET 81.1 STRUCTURAL SPECIFICATIONS THE FLORIDA BUILDING GODE: SIXTH EDITION (2017) L ANGLE CODE OVERALL DIMENSION CODE "FLORIDA BUILDING CODE," "FLORIDA PLUMBING CODE," "FLORIDA MECHANICAL T2 CODE I1-OWATION AND DRAWING INDEX 81.2 WIND DESIGN CRITERIA AND TYPICAL DETAILS AT F.N.A. FAMINE NAPKIN DISPOSAL O.F,C.I. OWNER FURNISHED, CODE," "NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND e ACCESSIBILITY 513 SCHEDULES CENTERLINE F.N.V. FAMINE NAPKIN VENDOR CONTRACTOR INSTALLED FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION. e BUILDING A$I OVERALL ARCHITECTURAL SITE PLAN 52.1 SOUTH WING FOUNDATION PLAN m DIAMETER OR ROUND FPRF. FIRE PROOFING) O.F.O.I. OWNER FURNISHED, • ENERGY CONSERVATION NUMBER OR POUND F.R. FIRE RATED OWNER INSTALLED 2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE • EXISTING BUILDING A52 ARCHITECTURAL SITE PLAN 82.2 NORTH WING FOUNDATION PLAN A.B. ANCHOR BOLT FR. FRAME O.H. OVERHEAD, OPPOSITE CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" • FUEL GAS A63 ARCHITECTURAL SITE DETAILS 823 SOUTH WING 2ND FLOOR FRAMING PLAN A/C. AIR CONDITION FT. FOOT OR FEET O.1-I.CAB. OVERHEAD CABINET AIA DOCUMENT A201, • MECHANICAL A54 ARCHITECTURAL SITE DETAILS 62.4 NORTH WING 2ND FLOOR FRAMING PLAN ACOUS. ACOUSTIC (AL) FTG. FOOTING OPNG. OPENING • PLUMBING 525 SOUTH WING ROOF FRAMING PLAN ACT, ACOUSTICAL LAY -IN TILE FURR. FURRING OPP. OPPOSITE 3, THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF . TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES ADJ. ADJUSTABLE, ADJACENT FUT. FUTURE O.S. OVERFLOW SCUPPER ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE INADEQUATE LSI IST FLOOR LIFE SAFETY PLAN 82.6 NORTH WING ROOF FRAMING PLAN A.D.O. AUTOMATIC DOOR OPENER F.W. FLUSH WOOD O.R. OPERATING ROOM OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND REGULATIONS OF THE FLORIDA FIRE PREVENTION CODE: SIXTH EDITION L82 2ND FLOOR LIFE SAFETY PLAN S21 HIGH ROOF FRAMING PLAN NFPA 101: LIFE SAFETY CODE FLORIDA 2017 EDITION A.F.F. ABOVE FINISH FLOOR PNT. PAINT AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY NECESSARY ITEMS OR 52B EAST PORTE COCHERE FOUNDATION / ROOF FRAMING PLAN 4.H.U, AIR HANDLER (UNIT) GA. GAUGE PF. PREFABRICATED WORK OMITTED FROM THE DRAWINGS. Ala IST FLOOR - OVERALL FLOOR PLAN 82.9 WEST PORTE COCHERE FOUNDATION / ROOF FRAMING PLAN AL. ALUMINUM GAL. GALLON PL, PLASTIC LAMINATE NFPA 70: NATIONAL ELECTRICAL CODE 2014 EDITION A.L. ACOUSTICAL LAY -IN GALV, GALVANIZED PL45. PLASTER 4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE WORK Alb IST FLOOR - PARTIAL FLOOR PLAN 83.1 WALL SECTIONS 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 4L7, ALTERNATE G.B. GRAB BAR PLBG. PLUMBING OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST Ala IST FLOOR - PARTIAL FLOOR PLAN 53.2 WALL SECTIONS &NOD. ANODIZE([)) G.C. GENERAL CONTRACTOR PLYWD. PLYWOOD TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL C057. Ald IST FLOOR -DIMENSIONED FLOOR PLAN -SHELL S33 WALL SECTIONS 4.P. ACCESS PANEL G.M. GALVANIZED METAL FOL. POLISHED SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE UNSATISFACTORY WORK, 4PPROX. APPROXIMATE G.M.L. GALVANIZED METAL LATH PR. PAIR THE GONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE THE COST TO THE Ale IST FLOOR - PARTIAL DIMENSIONED FLOOR PLAN 54.1 SECTIONS AND DETAILS ARCH. ARCHITECT G.M.S. GALVANIZED METAL STUD P.A. PARKING SPACE SUBCONTRACTOR. USE AND OCCUPANCY CLASSIFICATION Alf IST FLOOR - PARTIAL DIMENSIONED FLOOR PLAN 842 SECTIONS ,AND DETAILS AUTO. AUTOMATIC GNp. GROUND PT. POINT Al g IST FLOOR - ENLARGED TOILET PLAN AND DETAILS 643 SECTIONS AND DETAILS FBG CHAPTER 3 -SECTION 304: GROUP "B" -BUSINESS GR. GRADE P.A. PRESSURE TREATED 5. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION A1h IST FLOOR -ENLARGED TOILET PLAN AND DETAILS $4.4 SECTIONS AND DETAILS B.G. BUMPER GUARD GYP. GYPSUM P.A.D. PAPER TOWEL DISPENSER PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING BLDG. BUILDING GWB. GYPSUM WALLBOARD PTN. PARTITION AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED All IST FLOOR - ENLARGED TOILET PLAN AND DETAILS $45 SECTIONS AND DETAILS BM, BEAM H.B. HOSE BIB P.V.C. POLYVINYL CHLORIDE TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE Ali IST FLOOR - ENLARGED TOILET PLAN AND DETAILS Sob SECTIONS AND DETAILS GENERAL BUILDING HEIGHTS AND AREAS BOTT. BOTTOM HBD. HARDBOARD NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF A2a 2ND FLOOR - OVERALL FLOOR PLAN B.U,R. BUILT-UP ROOF H.A. HOLLOW CORE OR Q.T. QUARRY TILE THE CONTRACTOR AFTER COMPLETION OF THE PROJECT, Alb 2ND FLOOR - PARTIAL FLOOR PLAN FPO FIRE PROTECTION SPECIFICATIONS, NOTES t LEGEND TABLES 5043504.45062 MAX. PROVIDED HANDICAP GAB. CABINET HGWD. HOLLOW CORE WOOD R. RISER OR RADIUS 6. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR A2a 2ND FLOOR - PARTIAL FLOOR PLAN FPI IST FLOOR FIRE PROTECTION PLAN C.B. CATCH BASIN DOOR R.C. RUNNER CHANNEL DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS , , ALLOWED A2d 2ND FLOOR - DIMENSIONED FLOOR PLAN - SHELL FP2 2ND FLOOR FIRE PROTECTION PLAN C.C,T. CUBICAL CURTAIN TRACK HDW. HARDWARE R.G.P, REINFORCED CONCRETE SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL A2is 2ND FLOOR -PARTIAL DIMENSIONED FLOOR PLAN FP3 FIRE PROTECTION DETAILS C,G.U. CORONARY CARE UNIT HDWD. HARDWOOD PIPE NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL BUILDING AREA A2f 2ND FLOOR - PARTIAL DIMENSIONED FLOOR PLAN CER. CERAMIC HGT. HEIGHT R.D. ROOF DRAIN CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER. FIRST FLOOR AREA 15,(676 S/F C.F.C.1, CONTRACTOR FURNISHED- H.M. HOLLOW METAL RE, RELATIVE TO SECOND FLOOR AREA 14,671 S/F A2g 2ND FLOOR - ENLARGED TOILET PLAN AND DETAILS PI IST FLOOR - PARTIAL PLUMBING PLAN CONTRACTOR INSTALLED HORIZ. HORIZONTAL RECEP. RECEPTACLE 1, ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. A2h 2ND FLOOR - ENLARGED TOILET PLAN AND DETAILS P2 IST FLOOR - PARTIAL PLUMBING PLAN T07AL BUILDING AREA - EQUATION 5-2 54,000 S/F 30,353 S/F C,G. CORNER GUARD H.PT. HIGH POINT REF. REFERENCE A21 2ND FLOOR - ENLARGED TOILET PLAN AND DETAILS P3 2ND FLOOR - PARTIAL PLUMBING PLAN G,I. CAST IRON C.J. CONTROL HR. HOUR REFR. REFRIGERATOR 8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH A2J 2ND FLOOR -ENLARGED TOILET PLAN AND DETAILS P4 2ND FLOOR -PARTIAL PLUMBING PLAN BUILDING HEIGHT 60'-0" 42'-0" JOINT G.L. CENTER LINE H.R. N.R.S. HANDRAIL HEALTH AND REHABILITATE REG. REINF. REGULATE, REGULAR REINFORCING ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK A3a IST FLOOR - PARTIAL REFLECTED CEILING PLAN PS SANITARY RISER DIAGRAM, WATER DEMAND GLG. CEILING SERVICES READ, REQUIRED TO BE PERFORMED. NUMBER OF STORIES 3 2 ,A3b IST FLOOR - PARTIAL REFLECTED CEILING PLAN SCHEDULES AND PLUMBING DETAILS • TOTALS REFLECT AREA MODIFICATION AS FOLLOWS: CLO. CLOSET H.S. HEAT STRENGTHENED REV. REVI6iON5 A3a REFLECTED CEILING PLAN - CANOPY AND DETAILS C.M.U. COL. CONCRE-E MASONRY UNIT COLUMN H.S.v. HTG HEAT STEAMED VINYL HEAT;NG R.N. RM. ROBE NOOK ROOM 9, IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID, FRONTAGE INCREASE PER FBC 506.3 0.00i A3d IST FLOOR - REFLECTED CEILING PLAN DETAILS Ml IST FLOOR - PARTIAL MECHANICAL PLAN TYPES OF CONSTRUCTION GOM. COMMON H.V.A.C. HEATING, VENTILATION, 4 R.D ROUG-» OPENING THIS INSPECTION IS REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR A4a 2ND FLOOR - PARTIAL REFLECTED CEILING PLAN M2 IST FLOOR - PARTIAL MECHANICAL PLAN CONC. CONCRETE AIR CONDITIONING WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS A4b 2ND FLOOR - PARTIAL REFLECTED CEILING PLAN M3 2ND FLOOR - PARTIAL MECHANICAL PLAN GON CONSTRUCTION S.A.B. SOUND ATTENUATING DEFINED IN THESE CONSTRUCTION DOCUMENTS. A4a 2ND FLOOR - REFLECTED CEILING PLAN DETAILS M4 2ND FLOOR - PARTIAL MECHANICAL PLAN GONT. T. CONTINUOUS LG.U, INTENSIVE CARE UNIT BLANKET TYPE OF CONSTRUCTION V-B SPRINKLERED CONTR. CONTRACTOR I.D. INSIDE DIAMETER S.B. SET BACK 10. UNLESS OTHERWISE SPECIFIED, THE G.G. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL A4d 2ND FLOOR - REFLECTED CEILING PLAN DETAILS M5 MECHANICAL SCHEDULES AND DETAILS GORR. CORRIDOR IN. INCHES) S.C. SOLID CORE WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A TABLE 601 - FIRE RESISTANCE RATING FOR BUILDING ELEMENTS Asa ROOF PLAN G.O. CASED OPENING/ CLEAN INCL. INCLUDE(DXING) SCED. SCHEDULE PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL A5b ROOF DETAILS ESI ELECTRICAL SITE PLAN BUILDING ELEMENT REQUIRED PROVIDED OUT INFO, INFORMATION SCWD SOLID CORE WOOD DOOR APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER. A6a EXTERIOR ELEVATIONS Eta IST FLOOR -OVERALL ELECTRICAL FLOOR PLAN CPT. C.S. CARPET CONCRETE SEALED INSUL. INT. INSULATION INTERIOR SEAL. SECT. SEALANT SECTION 11. IT SHALL BE THE RESPONSIBILITY OF THE G.G. AND/OR CONTRACTORS TO COMPLY WITH PRIMARY STRUCTURAL FRAME O HR 0 HR Abb EXTERIOR ELEVATIONS Elb IST FLOOR - PARTIAL ELECTRICAL PLAN (SOUTH) BEARING WALLS - EXTERIOR 0 HR 0 HR C.S.W. CAVITY SHAFT WALL I.P. ISOLATION PANEL S.F. SQUARE FOOT (FEET) ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 BY THE Ala STAIR I - PLANS AND DETAILS Etc IST FLOOR - PARTIAL ELECTRICAL PLAN (NORTH) C.T. CERAMIC TILE I.P.S INSIDE PIPE DIAMETER SH. SHELVING, SHELF U.S. DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND EMPLOYEES Alb STAIR 2 -PLANS AND DETAILS Eld IST FLOOR -PARTIAL ELECTRICAL PLAN (CANOPIES) GTR. COUNTER, CENTER I.T. ISOLATION TRANSFORMER SPIT, SHEET TO COMPLY WITH THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS. BEARING WALLS - INTERIOR 0 HR 0 HR Alc ELEVATOR SHAFT - PLANS AND DETAILS Eta 2ND FLOOR - OVERALL ELECTRICAL FLOOR PLAN NONBEARING WALLS AND PARTITIONS - EXTERIOR 0 HR 0 HR G.S. TOMOGRAPH COMPUTED AXIAL I.V,T, INTRAVENOUS TRACK SIM. S.M. SIMILAR SHEET METAL 12, THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. ASa WALL SECTIONS E2b 2ND FLOOR - PARTIAL ELECTRICAL PLAN (SOUTH) NONBEARING WALLS AND PARTITIONS - INTERIOR 0 HR 0 HR SCANNER JAN. JANITOR 5,M,5, SHEET METAL SCREW THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT ASb WALL SECTIONS E2c 2ND FLOOR - PARTIAL ELECTRICAL PLAN (NORTH) CTSK. COUNTER SUNK JT. JOINT S.P.B. SPECIMEN PASS BOX LOCATIONS, 1-1EA5UREMEN78, LEVELS, ETC, AT THE 6I7E AND SHALL SATISFACTORILY Aft WALL SECTIONS E3a IST FLOOR - OVERALL ELECTRICAL LIGHTING PLAN C..W. CERAMIC TILE WAIN5COAT SPEC, SPECIFIGATION(S) ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS. FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HR 0 HR A8d WALL SECTIONS E3b IST FLOOR - PARTIAL ELECTRICAL LICsHTMG PLAN (SOUTH) C.A. CLEAN UTILITY K.P. KICK PLATE 5PF. SOUNDPROOF VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK. KS. KNEE SPACE 545 STAINED AND SEALED ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HR 1 0 HR Aft WALL SECTIONS E3C IST FLOOR - PARTIAL ELECTRICAL LIGHTING PLAN (NORTH) D.A. DELAYED ACTION S.S. STAINLESS STEEL 13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN A8f WALL SECTIONS E3d IST FLOOR - PARTIAL ELECTRICAL LIGHTING PLAN (CANOPIES) TABLE 602 - FIRE RESISTANCE RATING FOR EXTERIOR WALLS BEARING DBL. DOUBLE L. LENGTH 5TA, STATION ANYWAY BY THE CONTRACTOR OR THE OWNER. ALTERATIONS SHALL BE MADE ONLY BY AND NON BEARING BASED ON FIRE SEPARATION DISTANCE ABg WALL SECTION DETAILS LIGHTING ALLOWANCE CALCULATIONS AND FIXTURE SCHEDULE D.E. DOUBLE EGRESS LAB, LABORATORY STD, STANDARD THE ARCHITECT OF RECORD. A8h WALL SECTION DETAILS E4 ELECTRICAL LEGEND AND DETAILS DEPT. DEPARTMENT L.A. LAY -IN ACOUSTICAL STL. STEEL FIRE SEPARATION DISTANCES REQUIRED PROVIDED DET. DETAIL LAM. LAMINATE 5TOR, STORAGE ASI WALL SECTION DETAILS E4a 2ND FLOOR - OVERALL ELECTRICAL LIC-04TiNG PLAN LESS THAN 5'-0" 1 HR N/A D.A. DRINKING FOUNTAIN LAV. LAVATORY STRL. STRUCTURAL Aga DOOR SCHEDULES AND DETAILS E4b 2ND FLOOR - PARTIAL ELECTRICAL LIGHTING PLAN (SOUTH) DIA. DIAMETER L LABEL S.U. SOILED UTILITY ASb DOOR DETAILS E4C 2ND FLOOR - PARTIAL ELECTRICAL LIGHTING PLAN (NORTH) FROM 5'-0" TO 10'-0" 1 HR N/A DIAG. DIM. DIAGONAL DIMENSION L.D..D.W, L.F. LESS DOOR WIDTH LINEAR FEET SUSP. S.Y. SUSPENDED SQUARE YARD Aga WINDOW SCHEDULES AND DETAILS E5 ELECTRICAL DETAILS DISP. DISPENSER LKR. LOCKER FROM 10'-0" TO 30'-0" 0 HR N/A AIO MISCELLANEOUS DETAILS E6 ELECTRICAL DETAILS Q CON°STRIICTION NOTES GREATER THAN 30'-0" 0 HR N/A DN, DOWN L.L, LEAD LINED, LIVE LOAD T. TREAD, TOILET DR. DOOR L.P. LIGHT PROOF TA. TABLE Alla IST FLOOR - MILLWORK PLAN El ELECTRICAL RISER DIAGRAM Allb INTERIOR ELEVATIONS - IST FLOOR ES ELECTRICAL PANEL SCHEDULES Dural. DRAWINGS LT,WT, LIGHT WEIGHT T.B. TEST BORING DWR. DRAWER T.C. TOILET COMPARTMENT Alle INTERIOR ELEVATIONS - IST FLOOR ES ELECTRICAL PANEL SCHEDULES FIRE AND SMOKE PROTECTION FEATURES IMAS. MASONRY T.D. TRAVEL DISTANCE Alld INTERIOR ELEVATIONS - IST FLOOR EIO FIRE ALARM RISER AND DETAILS EA, E.A. EACH EXPANSION BOLT MATL, MAX. MATERIAL MAXIMUM TEL, TEMP. TELEPHONE TEMPERED, TEMPERATURE 1. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE WITH Allis INTERIOR ELEVATIONS - IST FLOOR E.O.S. EDGE OF STEEL M.B. MACHINE BOLT T4G TONGUE 4 GROOVE A5TM-E-84. ALL FINISH MATERIALS SHALL MEET A CLASS "B" INTERIOR FINISH RATING IN EXIT ASSEMBLY FIRE RATINGS REQUIRED PROVIDED Allf INTERIOR ELEVATIONS - IST FLOOR E.J. EXPANSION JOINT MECH. MECHANICAL THK, THICKNESS) AND EXIT ACCESS AREA. CLASS "C" ELSEWHERE. All9 INTERIOR ELEVATIONS - IST FLOOR FIRE WALL - 706.1 AND TABLE 706.4 N/A N/A EL. ELEVATION MED.CAB. MEDICAL CABINET T.P.D. TOILET PAPER DISPENSER 2 ALL EXIT DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, Al2a 2ND FLOOR - MILLWORK PLAN ELEC. ELECTRICAL MED.PREP, MEDICAL PREPARATION T.P.H. TOILET PAPER HOLDER TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE SHAFT AND EXIT ENCLOSURES - 713.4 / 1020.1 I HR I HR Ai2b INTERIOR ELEVATIONS - 2ND FLOOR ELEV. ELEVATOR MTL. METAL TREAT. TREATMENT BOLTS SHALL NOT 8E USED. LESS THAN 4 STORIES Alta INTERIOR ELEVATIONS - 2ND FLOOR EMER. EMERGENCY MFD, MANUFACTURED T.V, TELEVISION E.P. ELECTRICAL PANELBOARD MFR, MANUFACTURE TYP, TYPICAL OCCUPANCY SEPARATION - 707.3.c3 / 508 N/A --- Al2d INTERIOR ELEVATIONS - 2ND FLOOR EPS EXPANDED POLYSTYRENE M.G. MEDICAL GAS 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE IS LESS THAN 60 Al2e INTERIOR ELEVATIONS - 2ND FLOOR =Q. EQUAL M.G.A. MEDICAL GAS ALARM UC. UNDERCUT INCHES ABOVE THE FLOOR AND GLASS BELOW 18" A.F.F. AND ALL GLAZING IN DOORS SHALL TENANT SEPARATION - 108.1 N/A --- Al2f INTERIOR ELEVATIONS - 2ND FLOOR EXIT PASSAGEWAY- 707.3.4 / 1024.3 N/A """ EQUIP. EQUIPMENT M.G.O. MEDICAL OUTLET U.C. UNDER COUNTER BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER FBC-2406.1 Al3a CABINET DETAILS E.R. EMERGENCY ROOM, EMERGENCY RELEASE M.G.V.B. M,B,M, MEDICAL GAS VALVE, BOX METAL BUILDING U.O.N. UTIL. UNLESS OTHERWISE NOTED UTILITY 4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" Al3b CABINET DETAILS E.S. EXPOSED STRUCTURE MANUFACTURER ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, HORIZONTAL EXIT - 707.3.5 / 1026.1 N/A --- Al3a CABINET DETAILS SINGLE OCCUPANCY FIRE AREA - 10-1.3.10 N/A --- E.T. ELAPSED TIME M.C. MANHOLE V. VINYL CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21'' ABOVE FINISHED ANY AMOUNT. FREE STANDING OBJECTS MOUNTED ON Al3d CABINET DETAILS E.W.C. ELECTRIC WATER COOLER MIN. MINIMUM V.B. VINYL BASE FLOOR MAY NOT PROTRUDE CORRIDORS (OCCUPANT LOAD LESS N/A ___ EXP. EXPANSION MIN, MISCELLANEOUS V.G.T. VINYL COMPOSITION TILE POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE Al3e CABINET DETAILS EXT'G EXISTING MLDG. MOLDING VERT. VERTICALLY) CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. THAN 30) - 1020.1 (UNSPRINKLERED) A13F CABINET DETAILS ETR. EXT. EXISTING TO REMAIN EXTERIOR M.O. M.O.L. MASONRY OPENING MORE OR LESS VEST. vJF. VESTIBULE VERIFY IN FIELD 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT M.P. MEDICINE PREPARATION V.W.F. VINYL WALL COVERING LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, IDIa IST FLOOR - FLOOR FINISH PLAN F.A. FIRE ALARM M.R. MOISTURE RESISTANT GRAB BARS, WALL STOPS, ETC.. leGA. GALV, FLAT METAL MAY BE USED IN LOCATIONS INTERIOR FINISHES IDIb IST FLOOR - REFLECTED CEILING FINISH PLAN F.A.C. FIRE ALARM CABINET M.R.I, MAGNETIC RESONANCE W/ WITH APPROVED BY ARCHITECT. IIC EAST 4 WEST CANOPIES - REFLECTED CEILING FINISH INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY - TABLE e03.11 F.A.P. FIRE ALARM PULL STATION IMAGE W.B. WALL BUMPER F.C. FURRING M.S. METAL STUD W.C. WATER CLOSET, WALL Co.ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVING A FLAME PLAN - IST FLOOR ROOM FINISH SCHEDULE AND F.D. CHANNEL FLOOR DRAIN, FIELD M.S.L. MEAN SEA LEVEL COVERING SPREAD INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFT570FPED AS FINISH LEGEND ��� J G�"' TEAM GROUP: BUSINESS GROUP "B" DIMENSION M.T. METAL THRESHOLD WIC WHEEL CHAIR FOLLOWS: IO2a 2ND FLOOR -FLOOR FINISH PLAN INTERIOR EX17 STAIRWAYS, INTERIOR EXIT RAMPS, AND EXIT GLASS B FDN. FOUNDATION MTD. MOUNTED WE). WOOD 6.1. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE FIRESTOPPED AT ID2b 2ND FLOOR -REFLECTED CEILING FINISH PLAN F.A. FIRE EXTINGUISHER MUL. MULLION W.H. WATER HEATER EACH FLOOR LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF PASSAGEWAYS ID2a 2ND FLOOR - ROOM FINISH SCHEDULE AND FINISH F.A.G. FIRE EXTINGUISHER M.V. N.G. MIXING VALVE NURSE CALL W,I. W/O WROUGHT IRON WITH OUT SUPPORT FOR ROOFS 6.2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DIVIDED BY DRAFT670PS INTO LEGEND ARCHITECT PLUMBING CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS GLASS G CABINET F.F.E. FINISHED FLOOR ELEVATION N.I.C.REAS C. NOT IN CONTRACT W.O. WHERE OCCURS NOT TO EXCEED 3,000 SOFT AND EXIT ACCESS RAMPS NI ARCHITECTURAL SPECIFICATIONS OLIVERI ARCHITECTS 32707 U.S. HWY.19 MDGI FLORIDA INC. 405 2ND STREET SOUTH, SUITE B ROOMS AND ENCLOSED SPACES CLASS G F.N.C. FIRE H05E CABINET NO. NUMBER W.P. WATERPROOFING) 6.3.ANY CONCEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR ABOVE ROOF N2 ARCHITECTURAL SPECIFICATIONS PALM HARBOR, FLORIDA 34684 SAFETY HARBOR, FLORIDA 34695 F.I. FILM ILLUMINATOR NOM. NOMINAL W.R. WASTE RECEPTACLE SHALL BE DRAFTSTOPFPED FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF SUPPORT FOR THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF NECESSARY, AT N3 ARCHITECTURAL SPECIFICATIONS 727, 781. 7525 727-698-0398 FIN. FL. FINISH FLOOR N.5TA. N.T.S. NURSE STATION NOT 70 SCALE WT. W.W.F. WEIGHT WELDED WIRE FABRIC OTHER LOCATIONS TO FORM AREAS N07 TO EXCEED 1,000 SQFT FOR ANY SPACE FLASH. FLASHING W.W.M. WELDED WIRE MESH BETWEEN CEILING AND FLOOR, AND 3,000 SOFT FOR ANY SPACE BETWEEN CEILING MEANS OF EGRESS STRUCTURAL, MECHANICAL FLUOR. FLUORESCENT O.A. O.C. OVERALL ON CENTER YD. YARD AND ROOF 6.4.DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN I/2" THICK GYPSUM BOARD, MOHAN ENGINEERING, INC. MDCI FLORID& INC. TABLE 1004.12 - MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT 15/32" PLYWOOD, OR OTHER APPROVED MATERIALS THAT ARE ADEQUATELY 13051 W. LINEBAUGH &VE. -SUITE 102 405 2ND STREET 50UTI-, SUITE B SUPPORTED TAMP&, FLORIDA 33626 SAFETY HARBOR, FLORIDA 34695 51rM80L L� 6.5.THE INTEGRITY OF ALL DRAFTSTOPS SHALL BE MAINTAINED FUNCTION OF SPACE FLOOR AREA SQ. FT. PER OCCUPANTS 813.475. 5983 727-698-0398 1. ALL PARTITIONS ENCLOSING VERTICAL OPENINGS SUCH AS STAIRWAYS, UTILITY SHAFTS, AND ELEVATOR SHAFTS SHALL EXTEND FROM FLOOR TO FLOOR OR FLOOR TO ROOF. OCCUPANT FIRE PROTECTION MpCI FLORIDA INC. ELECTRICAL EG4p INCOPORATEp BUSINESS -GROUP 'B' 100 SF I OCCUPANT 8. ALL RATED PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR TO THE CEILING AND 405 2ND STREET SOUTH, SUITE B SAFETY HARBOR, FLORIDA 34695 235 CENTRAL AVENUE, SUITE C ST. PETERSBURG, FLORIDA 33-101 FIRST FLOOR 15,616 5/F 157 - BUILDING SECTION SYMBOL KEYED DRAWING NOTES BE SECURELY ATTACHED THERETO. WHERE SAID CEILING IS NOT PART OF AN ASSEMBLY HAVING A FIRE RESISTANCE RATING AT LEAST EQUAL TO THAT REQUIRED FOR THE PARTITION, SECOND FLOOR 14,677 S/- 147 727-698-0398 -12-1, 289. 6215 TOTALS 30,353 S/F 304 THE PARTITION SHALL BE CONSTRUCTED TIGHT AGAINST THE FLOOR OR THE ROOF DECK ABOVE, FIRE WALLS, FLOORS, OR FLOOR/ CEILING ASSEMBLIES FOR �p/'� /� SCOPE VT LOCATION MAID O DOOR NUMBER SYMBOL 9. PENETRATION OF RATED �VJ ELECTRICAL, TELEPHONE, PLUMBING, H.V.A.C. DUCTS, COMMUNICATION SYSTEMS OR SIMILAR FACILITIES SHALL BE PERMITTED BY NON-COMBUSTIBLE PIPE OR CONDUIT WHEN ALL MEANS OF EGRESS REQUIRED PROVIDED OPENINGS AROUND THE PIPE OR CONDUIT ARE FIRESTOPPED WITH APPROVED NON-COMBUSTIBLE MATERIALS OR WHEN THE PENETRATION IS PROTECTED WITH A SYSTEM CONSTRUCTION OF A TWO STORY, FREE STANDING, SINGLE TENANT MEDICAL EGRESS WIDTH PER PERSON (LEVEL) - 1005.3.2 02" x 157 = 31.4" 234" WALL SECTION SYMBOL 000 ROOM NUMBER SYMBOL OFFICE BUILDING INCLUDING BUILDING SHELL, INTERIOR MEDICAL OFFICE EGRESS WIDTH PER PERSON (STAIRS) - 1005.3.1 0.3" x 141 = 44.1" 68" -- WHICH HAS AN "F" RATING EQUAL TO OR GREATER THAN THE ASSEMBLY IN WHICH THE SUITES, FULL SITE DEVELOPMENT AND UTILITIES. PENETRATION OCCURS. MINIMUM CLEAR EXIT DOOR OPENING - 1010.1.1 32" > 34" O WINDOW SYMBOL 10. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS U.L., G.A. OR OTHER APPROVED TESTING ASSEMBLIES MUST ,z Silverado Golf MINIMUM CLEAR STAIR WIDTH - 1011.2 44" > 44" AGENCIES ARE CONSIDERED PROPRIETARY. PROPRIETARY BE BUILT & Country Club UTILIZING THE COMPONENTS, MEANS, AND METHODS SPECIFIED BY THE TESTING AGENCY, MAXIMUM COMMON PATH OF TRAVEL 100 FT <100 FT - DETAIL SYMBOL I 11. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS 45 SHOWN IN THESE DOCUMENTS OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. TABLE 1006.2.1 GJ'=ARE �OTAGE 5REAKDOUN pi Progress `.,. EXIT ACCESS TRAVEL DISTANCE -TABLE 1017.2 300 FT < 300 FT REVISION 12. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH gy Services -. PROJECT A5TM-E-84. - SITE phyrhills - MINIMUM CORRIDOR WIDTH - 1020.2 44" > 44'' Dialysis+ - G MAXIMUM DEAD END CORRIDOR LENGTH - 1020.4 50 FT <50 FT DETAIL SYMBOL 13. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONED AREAS: C'a ' :aid F �. ,: ^.':,r-i'.ind HINd PROVISIONS OF ASTM-C-&35 AND ASTM-C-636, FIRST FLOOR CONDITIONED AREA 15,67(o SQFT 14. MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM SHALL HAVE A MINIMUM SECOND FLOOR CONDITIONED AREA 14,(o77 SQFT Sunshine C3ank � Circle K MINIMUM NUMBER OF EXITS - 1006.2, 1006.3.1 2 5 MINIMUM NUMBER OF SECOND FLOOR EXITS WALL TYPES GLASS FLAME SPREAD AND SMOKE -DEVELOPED INDEX WHEN TESTED IN ACCORDANCE TOTAL CONDITIONED AREA 30,353 SQFT T WITH ASTM-E-84. 2 3 1006 32 15. INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND WATER CLOSETS SHALL HAVE UNCONDITIONED AREAS: SPACES WITH ONE EXIT - 1006.2.1 N/A --- 0'-0" F.F.E.ELEVATION MARK A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF (4) FOUR FEET ABOVE THE EAST COVERED ENTRY UNCONDITIONED AREA 2,37io SQFT Cara A . TOP OF SLAB KEY PLAN SECTION SYMBOL FINISHED FLOOR MINIMUM. THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT WEST COVERED ENTRY UNCONDITIONED AREA 806 SQFT a TOTAL UNCONDITIONED AREA 3,182 SQFT IS NOT ADVERSELY AFFECTED BY MOISTURE. NUMBER AND SIZE OF EXITS Z Kimr,a Avc 16. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE LATEST ADOPTED IST FLOOR TOTAL AREA UNDER ROOF 33,rJ3r✓' SQFT Arbor Oaks De �_ � Q Gulf Regions! Hospice � - Kime a Ave INTERIOR ELEVATION MARK FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND SHALL COMPLY WITH DOUBLE ENTRANCE DOORS 66" x 2 = 132° � M Laknta ^t -/-- CHAPTER 1 SECTION 103 SIGNS. TENANT EXIT DOORS 34" x 3 102" Jodi A e TOTAL EXIT WIDTH - FIRST FLOOR 234'' ;entury Dr C-) STAIRS FROM SECOND FLOOR 34'' x 3 102" J REVISIONS BY r 00 • Cn C . cJ N U _ - CIJ y Y �., L = a c � N 1: H; z-M U. t� W C ,a__- 1x= . y O.• J N 1i tt ' o Q y� C, CD O Q E O w G p y C U � Z O c J Elf N Lf') � M .� O M m E �. U Q (n `-' U :3- •0 O U - LLJ -° O v :2 v Vi U U � O Q O ID m _ CL O ofN Z p v J w LA_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: Drawn Job: 15-025 Sheet T2 H:'Projects\Projects 2015\15025 - FMC Filand lllvd Expansion\04-CD\01-CD.A\04-Architectural\_T2 - INDFX.dwg, 2/9/2018 9:11:35 AM, JSimon, Xerox 6604 PS.pc3 I 22 15 IS 15 x 16 16 16 �IJ ✓✓��II/`��//��II I � J 16 23 15 \ 25 15 25 25 �\ 25 31 n 18 23 U 23 16 C 16 25 (IS a -60 19 IS ❑❑ � -� Il 23 PROP TWO O�D MEDICAL OFFICE BIII ONO 30,353 SQ FT i23 m n,L'6 0 mini ❑❑� ❑mil! � 1 1-- .,;,,,C❑���■®/li®f��;0��® � KIM In W®EI01 jCl'll�ll®��®lls�®lB[�C■��1� IIIIiJ; �'s�•'s�: 001 19 16 16 , Il - 101 23 IS 15 15 29 29 19 1571 25 23 21 (TYP) 15 25 IS 23 25 - - 13 C ITYP I(o 16 I 15 i1 15 Ims EIL,4ND BOULEVARD I.T 2 3 13 n 3 2 OOVERALL aRcHITECTURAL SITE PLAN SCALE: 1" = 30'-0" KEYED NOTES 0 PROPERTY LINE - SEE CIVIL DRAWINGS O2 EXISTING CONCRETE CURB. SEE CIVIL DRAWINGS. OEXISTING STANDARD PARKING. SEE CIVIL DRAWINGS. OEXISTING HANDICAP PARKING, SEE CIVIL DRAWINGS. OEXISTING HANDICAP LOADING ZONE. SEE CIVIL DRAWINGS, OEXISTING HANDICAP RAMP, SEE CIVIL DRAWINGS. OEXISTING HANDICAP SIGNAGE, SEE CIVIL DRAWINGS. OEXISTING WHEEL STOP. SEE CIVIL DRAWINGS. OEXISTING DUMPSTER ENCLOSURE. SEE CIVIL DRAWINGS. IfD EXISTING ELECTRICAL TRANSFORMER. SEE ELECTRICAL DRAWINGS. II EXISTING LANDSCAPE. SEE LANDSCAPE DRAWINGS. 12 EXISTING SIDEWALK. SEE CIVIL DRAWINGS. 13 EXISTING DRIVE. SEE CIVIL DRAWINGS. 14 EXISTING BICYCLE RACK. SEE CIVIL DRAWINGS. 15 CONCRETE CURB. SEE DETAIL 13/A53 AND CIVIL DRAWINGS. 16 STANDARD PARKING. SEE DETAIL I/AS3 AND CIVIL DRAWINGS. li HANDICAP PARKING. SEE DETAIL 1/463 AND CIVIL DRAWINGS. IS HANDICAP LOADING ZONE. SEE DETAIL I/A63 AND CIVIL DRAWINGS. 19 HANDICAP RAMP. SEE DETAIL 1/453 AND CIVIL DRAWINGS. 2m HANDICAP SIGNAGE. SEE DETAIL 3/A53 AND CIVIL DRAWINGS, 21 WHEEL STOP. SEE DETAIL -1/A53 AND CIVIL DRAWINGS. 22 DUMPSTER PAD AND ENCLOSURE WITH GATES. SEE DETAIL I/AS4 AN CIVIL DRAWINGS. 23 LANDSCAPE AREA. SEE LANDSCAPE DRAWINGS. 24 CONCRETE SIDEWALK. SEE DETAILS 6/463, 9/A63, Im/AS3 AND SEE CIVIL DRAWINGS. (311ASPHALT DRIVE. SEE CIVIL DRAWINGS. 3 BICYCLE RACK. SEE DETAIL 11/A53 AND CIVIL DRAWINGS. 2D STRIPPED LOADING ZONE. SEE CIVIL DRAWINGS. 28 STRIPPED CROSSWALK. SEE CIVIL DRAWINGS. 29 DETECTABLE WARNING. SEE DETAIL 5/A53 AND CIVIL DRAWINGS. 30 FLAG POLE BASE. SEE DETAIL 14/453 AND CIVIL DRAWINGS, 31 HEAVY DUTY CONCRETE PAVEMENT - SEE CIVIL DRAWINGS 32 BRICK PAVERS - SEE CIVIL DRAWINGS AND WALL SECTIONS. 33 TREE WELL - SEE DETAIL 8/AS3 AND CIVIL DRAWINGS 34 EXISTING RETENTION AREA. GENERAL NOTES I. ALL NEW CONCRETE WALKS SHALL BE MINIMUM 4" CONCRETE WITH 6 x 6, 4 WI,4 x WI.4 W.WF. UNLESS OTHERWISE NOTED. 2. SEE ELECTRICAL DRAWINGS FOR ALL SITE LIGHTING AND ELECTRICAL SERVICES. 3. REFER TO CIVIL PLANS FOR ALL SIDEWALK / PARKING LOCATIONS, DIMENSIONS AND ALL SITE RELATED WORK. 4. REFER TO LANDSCAPE DRAWINGS FOR ALL IRRIGATION AND LANDSCAPE LOCATIONS, SITE LEGEND BUILDING ENTRANCE/ EXIT. CONCRETE SURFACE REVISIONS BY �----• u 00 v CV 0 r r_ 0 o y G n,� e 1„ i o: 00 u ov I o .= tl:— k :0 N Q L c 4� y v; y C2, � N G U � p, Z o Lf) .:3 O M m —J E O Q N U ° v o E - L L1 "L- O p CC p (A U U ` > - N i O t p m a) Q o C) m t a N of N z 0 0 p J W LL- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet AS1 I [:'ProjectsTrojects 2015\1 5025- FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\_AS12 - SITE.dwg, 2/9/2018 9:11:24 AM, Aimon, Xerox 6604 PS.pc3 25 25 i AS3 25 COVERED DROP-OFF r 25 II OARCW I TEGTURAL SITE PLAN SCALE: I/Iro" = I'-0" 13 K=`�D NOTES OI PROPERTY LINE - SEE CIVIL DRAWINGS OEXISTING CONCRETE CURB, SEE CIVIL DRAWINGS. OEXISTING STANDARD PARKING. SEE CIVIL DRAWINGS. OEXISTING HANDICAP PARKING. SEE CIVIL DRAWINGS, OEXISTING HANDICAP LOADING ZONE. SEE CIVIL DRAWINGS. OEXISTING HANDICAP RAMP. SEE CIVIL DRAWINGS. OEXISTING HANDICAP SIGNAGE. SEE CIVIL DRAWINGS. OEXISTING WHEEL STOP. SEE CIVIL DRAWINGS. OEXISTING DUMPSTER ENCLOSURE. SEE CIVIL DRAWINGS. 10 EXISTING ELECTRICAL TRANSFORMER. SEE ELECTRICAL DRAWINGS. it EXISTING LANDSCAPE. SEE LANDSCAPE DRAWINGS. 12 EXISTING SIDEWALK. SEE CIVIL DRAWINGS. 13 EXISTING DRIVE. SEE CIVIL DRAWINGS. 14 EXISTING BICYCLE RACK. SEE CIVIL DRAWINGS. 15 CONCRETE CURB. SEE DETAIL 13/A53 AND CIVIL DRAWINGS, 16 STANDARD PARKING. SEE DETAIL I/A63 AND CIVIL DRAWINGS. 11 HANDICAP PARKING. SEE DETAIL I/AS3 AND CIVIL DRAWINGS. IS HANDICAP LOADING ZONE. SEE DETAIL I/A53 AND CIVIL DRAWINGS. 19 HANDICAP RAMP. SEE DETAIL 1/A53 AND CIVIL DRAWINGS. 20 HANDICAP SIGNAGE. SEE DETAIL 3/A53 AND CIVIL DRAWINGS. 21 WHEEL STOP. SEE DETAIL '1/A63 AND CIVIL DRAWINGS. 22 DUMPSTER PAD AND ENCLOSURE WITH GATES. SEE DETAIL I/A54 AN CIVIL DRAWINGS. 23 LANDSCAPE AREA. SEE LANDSCAPE DRAWINGS. 24 CONCRETE SIDEWALK. SEE DETAILS 6/A63, ci/A63, 10/A63 AND SEE CIVIL DRAWINGS. 25 ASPHALT DRIVE, SEE CIVIL DRAWINGS. 26 BICYCLE RACK. SEE DETAIL II/A53 AND CIVIL DRAWINGS. GSTRIPPED LOADING ZONE, SEE CIVIL DRAWINGS. 28 STRIPPED CROSSWALK. SEE CIVIL DRAWINGS. 29 DETECTABLE WARNING. SEE DETAIL 5/A53 AND CIVIL DRAWINGS. 30 FLAG POLE BASE. SEE DETAIL 14/A63 AND CIVIL DRAWINGS. 31 HEAVY DUTY CONCRETE PAVEMENT - SEE CIVIL DRAWINGS 32 BRICK PAVERS - SEE CIVIL DRAWINGS AND WALL SECTIONS. 33 TREE WELL - SEE DETAIL S/AS3 AND CIVIL DRAWINGS 34 EXISTING RETENTION AREA. GENERAL NOTES I. ALL NEW CONCRETE WALKS SHALL BE MINIMUM 4" CONCRETE WITH 6 x 6, 4 WIA x WIA W.W.F. UNLESS OTHERWISE NOTED. 2. SEE ELECTRICAL DRAWINGS FOR ALL SITE LIGHTING AND ELECTRICAL SERVICES. 3. REFER TO CIVIL PLANS FOR ALL SIDEWALK / PARKING LOCATIONS, DIMENSIONS AND ALL SITE RELATED WORK. 4. REFER TO LANDSCAPE DRAWINGS FOR ALL IRRIGATION AND LANDSCAPE LOCATIONS. v 12 l O Q S I TE LEGEND 8 OBUILDING ENTRANCE/ EXIT. 12 CONCRETE SURFACE I I 2 13 REVISIONS BY f, ' i—, N cc a 1-0Cn N C N uo U L' C y c3 t� U / � X , o= a � r v CD N cL^J it U L C C: - c — 0 z 3 ti ZN ti L. CV C'J }t , W • 1 4 J� v 'J d "C Q. C.L Or � 1 � J r � J c U � Z O .:3 � M O M m J E >. O Q (/) c C U U O -0 U — LLJ LL- L. O v c U C v C v > — In a) -C v a. � Q 0 >1 m s N � a -0 N Z Q v J w LL- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet AS2 [UProjects\Projeds 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\ AS 12 - S1TE.dwg, 2/9/2018 9:11:16 AK JSimon, Xerox 6604 PS.pc3 r 7) 4 AS3 �� �� 2'-0 2'-0 A53 EDGE OF PAVEMENT / FACE OF 6' LONG PRECAST CONCRETE � °°°° °�°° ° - °�°�°°�°�°� °�°.° � � ROLLING RACK MODEL VERTICAL CURB WHEELSTOP -OKI RR3H OR APPROVED EQUAL 2'-0" MIN. all PARKING SURFACE 45 SPECIFIED H.G. SIGN DETECTABLE H.C. SIGN SEE DETAIL 3/AS3 WARNING SURFACE SEE DETAIL 3/AS3 SEE DETAIL S/A53 AS3 W Z mN 4" THICK CONCRETE WALK ( 0 m s Tr - � � ILI SURFACE MOUNT > W 45' LJ IN -GROUND N 2 ANCHOR MOUNT NOTE: 2 3/8" ASTA 53 SCHEDULE 40 STEEL / % % / \\ \\ \ \\\ 6" WIDE SINGLE LINE PAINTED SAFETY WHITE AS3 VERIFY WITH SITE 12'-0" 5'-0' 12'-0" VERIFY WITH SITE \\\ PIPE HOT DIPPED GALVANIZED WWW.DERO.GOM OR EQUIv. BARS AND BASE AS SPECIFIED ' SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS 6" WIDE SINGLE LINE ti SEE CIVIL DRAWINGS PA MINTHRII LONG. PAVEMENT MIN 18' LONG. ON CONCRETE PAVEMENT USE EPDXY BONDING AGENT. I I i I i ai ` I I I PAINTED SAFETY BLUE SIC`r'CLE RACK DETAIL O WHEELSTOP DETAIL 0 HANDICAP / STANDARD PARKING DETAIL SCALE: i" = 1'-0" SCALE: I I/2" I'-0" SCALE: 3/16" = I'-0" MS INTERNATIONAL WHITE POLISHED PEBBLE - LARGE (GRADE 1, FIRST QUALITY POLISHED SOFT WHITE MARBLE) THE HOME DEPOT - 40LB BAGS h i SIDEWALK 6" WIDE SINGLE LINE 6" WIDE SINGLE LINE PAINTED SAFETY WHITE PAINTED SAFETY BLUE a 4" THICK CONCRETE 4" THICK CONCRETE r; SIDEWALK WITH 6x6 WI.4xWI.4 W.W.F. - LIGHT SIDEWALK WITH LIGHT - BROOM FINISH BROOM FINISH 3" ROUND EDGE - PAVEMENT SLOPE I/4" PER FT. MAX. ;�— a V Y J < a = 4 W W W -D W 1 4 (17 a a PAVEMENT SURFACE BASE Gil 2 6, a "4 - REBAR CONT. OF TREE �j/ /\ 04 - REBAR CONT. SIDEWALK 12 TYPICAL INTEGRAL CURB 4 SIDEWALK O TREE WELL DETAIL O CONCRETE CURS DETAIL O STRIPE DETAIL SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = I'-0" SCALE: 1 1/2" = I'-0" SCALE: 3" = I'-0" RADIUS BOTH SIDES 6 PAVEMENT DIMENSIONS FINISH GRADE REFER TO THIS POINT. 3" SEE FLOOR PLAN - PAVEMENT ELEVATIONS 4" THICK CONCRETE SIDEWALK Q WITH 6x6 WI.4xWI.4 W.WF. - LIGHTQ REFER TO THIS POINT BROOM FINISH p �/� /�/�/ • p PAVEMENT 1,15g MAX. SLOPE \ Q SURFACE 3/4" - 2" APPLIED MAT a . SURFACE PARKING B DISABLED I/2" ISOLATION JOINT � ONL'VT $ xxx FINE d /� ° \�\ PARKING LOT SURFACE 6(oil"4 -REBAR CONT. F.s. ata.ta DOMED CONCRETE CAP P AS SECIFIED \�\ �X , 2-04 BARS CONTINUOUS \/, TOP d BOTTOM 4 \� / , /\/ • ALL CURBING TO I APPLIED MAT �9 FILLED WITH 4"0 STEEL ICONCCRE CPE ONCRETE 2B8 DAY P.C,C PAINT GLOSS WHITE • PROVIDE EXPANSION JOINTS AT 20' O.G. I .I f, f 13 CONCRETE CURS DETAIL g SIDEWALK CROSS SLOPE 5 APPLIED DETECTABLE WARNING MAT SCALE: 1 1/2" = I'-0" SCALE: 3/4'' = I'-0" SCALE: 3" = 1'-0" r I' Ew I SEE CIVIL ENGINEERING SITE PLANS FOR GRADES AND SLOPES. INTERLOCKING BRICK PAVERS FLAG POLE BASE PER MANUFACTURER'S SPECIFICATIONS a d ° e ° SEE FLOOR PLAN AND CIVIL DRAWINGS X X TROWELED JOINT PICTURE FRAME EDGES -SEE /%; e 2'-0" SQUARE OR ROUND 0 PLAN FOR LAYOUT /%. a.e CONCRETE FOOTING 4" THICK CONCRETE PATTERN ;; ° 4,6 SIDEWALK WITH &x6 WI.4xWI.4 APPROX. W.W.F. - LIGHT BROOM FINISH GRADE 4" THICK CONCRETE SIDEWALK WITH 6x(c> 1.1590 MAX. SLOPE PAVEMENT WI.4xWI.4 W.W.F. - LIGHT BROOM FINISH `t \' a e e a dtl G a SURFACE7 \ ,,. \\•/`... V� d 9° e e 04 REBAR CONT. I CONCRETE BORDER MS INTERNATIONAL WHITE POLISHED PEBBLE - LARGE (GRADE 1, FIRST QUALITY POLISHED SOFT WHITE MARBLE) THE HOME DEPOT - 40LB BAGS FLAG POLE SASE DETAIL ,m SIDEWALK DETAIL O TROWELED JOINT DETAIL 0 HANDICAP SIGN DETAIL SCALE: NONE SCALE: 3/4"=1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 3/4" = 1'-0" REVISIONS BY z. —. m ro E E O — V 'U N LO N ti Q E rn o 3 ti Eos v 1. . ` I` N co I� I E- I E-+ 1 FaHwrr, U � � H � E.,QO�ilJ? a 00 1:-, x 0 �ZE-MC) I O - v cc4 Q LL b, 1S�• •c ''R4: yF 4 N U L v ,^✓, c co ® O w C q QJ y c7 (� Sl U � Z O � M O m -J U O LL- - W O v c v t/j U L U V) _ C3 Q O C) m _ a a) N Z Q v J w LA- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet AS3 H:\Projects\Projeets 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\_AS34 - S1TE.dwg, 2/9/2018 9:11:05 AM, JSimon, Xerox 6604 PS.pc3 I —1J — t — -- �, 8" C.M.U. WALL WITH 05 AT 24'' O.C. MAX. IN ■ LI ■ IC GROUT FILLED CELL \IN.PIPE BOLLARD ER (BY (TYPICAL) OTHERS) 2 I S4 ALL' I I.. 54 W O W �. 0 W G. I. 0 I 'Q '� D a- 0 n C 7F;5 N CCE�iR�NGE— .. FENCE POST _J > U CHAIN LINK GATE SYSTEM • W N W DROP PIN HOLE (TYP.) 2 64 24'-0" C � y e "x LLI CJ) W <<4 f < y ; <X 13 V O X� h ( v Y x Y V W GRADE `x r' vy'k .' ✓'�,�� y x *�. . .� \\\-LATCH \9 HARDWARE LATCH HARDWARE NOTE: DUMPSTER DETAILS / REQUIREMENTS SHALL COMPLY WITH LOCAL JURISDICTIONS ODUMPSTER ENCLOSURE DETAIL SCALE: 1/4" = 1'-0" DOMED CONCRETE CAP 9 C6"O STEEL PIPE Q BOLLARD, FILLED WITH a CONCRETE WITH BC -I ORANGE ' BOLLARD COVER. �n RAISED STUCCO a TOP OF PAVEMENT BAND SLOPE STUCCO FROM CENTER K.O. BLOCK WITH (1) 05 am ° CONTINUOUS a 2'-0" SQUARE a a ° OR ROUND 3/4' _ ji CONCRETE FOOTING° — 05 VERTICAL BARS AT 24' _ O.G. IN GROUT FILLED CELL a 9 a '' • `mot Z3 5/8" SMOOTH SAND FLOAT V`` ° ° a a ���.•`'V� 0 FINISH STUCCO, PAINT TO MATCH BUILDING COLORS \ j , W 8" CMU WITH HORIZONTAL JOINT REINF. AT I'-4 O.C. y t() 13 'n SMOOTH STRUCK PAINTED AT Q I �OLL�� DETAIL 3 O 1 G INSIDE FACE OF WALL. SCALE: I" = I'-0" Q 0 S VERTICAL BARS S AT 24" ' O.C. LAP WITH WALL STEEL Q 30" MIN. J m (1) 05 CONT. TOP z 8" THICK 3000 PSI. CONC. 771 SLAB WITH 6" x 6" - W2.9 x W2.9 W.W.F. - SEE STRUCTURAL _ a a d 2 - ° ° (2) 05 CONT. BOTTOM IN THICKENED EDGE SLAB OWALL SECTION AT OLM061 ER ENCLOSURE SCALE: 3/4" = I'-0" REVISIONS BY J , roz c v ti u � : IN- ✓; E x v N L .� CDC u 1-� 0 U N c7 QJ Q 0 c ao 3 v ti .� v ::D v --. c t_ CD z � R' it • 1„�� d ui C RAG\ Q �c" � s V O k U Q� f O V � Z O 0 N lf') � M . O m J E (L) Q i7i - , C `-' U :3 4-- 8d O 0 O ILL.- LJJ . O v > 0 •vi CL N < O >1 Q m a Z Q v _J W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet AS4 H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\_AS34 - S1TE.dwg, 2/9/2018 9:10:55 AM, JSimon, Xerox 6604 PS.pc3 LILL] 1:1,E1E mi �l EXAM EXAM, -EXAM EXAM., EXAM OFFICE 742__ --10_4,3 -J�4 g N,S IF- ®---- CORRIDOR---------® 1 L � -- IIDIID i OFFICEOFFICE r1rfEN 81 I I 1L n x V II I /� • l 1046 0 1 �I051 � �� IID49 _, a ♦ AL I T I BR£AiGRZ�01� f @ > le � 'cp I e 1048+ I - - - � E� J TbiLE�'I /- - 1041 1 1 �i I z ff -Toa Tz0 a � t I d_J LJ L J 1036 f -------------- TRIACiE I y, 135-8 - -----� ®-- --�--� -Yd, Jl i d_ _t 1 �6._ 1 L_ J." j CORRIDOR 1031 _ I - 1 _ dff _ ( 1029 FE r Bio_ 1035 M - ERZAM r-z IID2iff" IID30 1J _c 1 EXAM III • e - j REC L---Ji10171NCu------- 102-^ < I I 1010 L 41 ---------- -----��►----- 13 e O O 0 0 0 O O O I I it i I Li_1 LJI"�, �. _{LL 1(d53 FOYER -� _ yi 5 _p - ® FE i STAIR 2 - OFFICE OFFICE __. OFFICE I I 1061 1064 1065; 10_ bb_ ELECTRICAL ROOM iu I I a 1054 0 1060 ®------------- 44' - CORRIDOR ®E------ ® I 1061 t I I I LOSBY PROCEDURE CLOSET � I 1069 XAM XAM O • HOUSE VFkIto♦ dE _ 1015 10.16 a r- 7 F -I KE-PINC3 IID59 J /^J 1 . r 1 i 1055 T LE 1 = =7 LJ ILJ I /i FE TRIAGE _ �- 130'-2' CORRIDOR EXAM j q rF ' 1013 WORKROOM I011 101ID it 1012 I 6 - iG z I r< I I F� ------ NURSES p 1REGEPTION EXAM r --------- Ip66•----------1 i LA_ J j ry' I 1019 CL. - i .r■ � : _ i� �- ---_-- �.I.........::::....::::....:::::I,l `. . _ F ��;�, 'Ir- _ III _ Fill] �- , � • �'' ' ' -i�� .ill . - • � � . II �! -� i�a - ri � n• � . �`� •_ �, m Canr:.anr:muu:::am ::. m,- I;1 1. L•7. - I • �I L: r fl 1♦1 ♦1 I I �� ;; �anr_::anr_� A ► 1 / u oaz •• I 'a.......m,— p ` .bud-mm - IL`+'J Lr"J L"'J Y ►.1 ��r—�-�r� ®I,- ►♦ _ m - . -II®®r, � I IN r I "i'O I iEs-0:� -L ..... ; .. ••r� + • ..... s ...- ... . ... 1:1E1UE1EJ,LE1 MEE]E]E][�]_ ------------ El El 0�. OFIRST FLOOR LIFE SAFETY FLAN SCALE: 3/32" = 1'-0" LIFE SAFETY LEGEND rE FIRE EXTINGUISHER IN CABINET - SEE DETAILS 2/1-82 AND 3/AS2 FE FIRE EXTINGUISHER - WALL MOUNTED ® ® EXIT LIGHTS - SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION — — — — --� PRIMARY PATH OF TRAVEL. --------- SECONDARY PATH OF TRAVEL, EXIT 7777777= CONCRETE BLOCK WALL - - - - - - ONE (1) HOUR FIRE RATED SEPARATION PARTITION MANUAL FIRE ALARM PULL STATION - SEE ELECTRICAL FOR MORE INFORMATION Q VISUAL SIGNALING DEVICE - SEE ELECTRICAL FOR MORE INFORMATION COMBINATION HORN / STROBE SIGNALING DEVICE - SEE ELECTRICAL FOR MORE INFORMATION COMBINATION SPEAKER / STROBE SIGNALING DEVICE - SEE ELECTRICAL FOR MORE INFORMATION LIFE SAFETY SUMMARY APPL ICAOLE CODES: THE FLORIDA BUILDING CODE: SIXTH EDITION (2011) • ACCESSIBILITY • BUILDING • ENERGY CONSERVATION • EXISTING BUILDING • FUEL GAS • MECHANICAL • PLUMBING • TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES FLORIDA FIRE PREVENTION CODE: SIXTH EDITION NFPA 101: LIFE SAFETY CODE FLORIDA 2011 EDITION NFPA 10: NATIONAL ELECTRICAL CODE 2014 EDITION 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN CON8TR=TI0N TYPE: FBC - TYPE V-B CONSTRUCTION UNPROTECTED, SPRINKLERED NFPA - NEW BUSINESS OCCUPANCY: FBC - BUSINESS NFPA - NEW BUSINESS REVISIONS BY u r � ' 00 •� DO V N d i i C00 3 ti 3 � C ti o G1 - ` ti N Cn U c„ O: -r 0" U- oo cy' I o Q O` ly - 5 � '•:... .RAG • ram%, -1 Q N C k i O U � Z o rn LO .:3 C M O M m J E O Q (N -Op `-' U +O U O IL_ - W O 0 c L) L p C U — N � N Q O >. C) m C Cv Z Q J w LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet LS 1 H:\Projects\Projects 2015\15025 - FMC Elland Blvd Expansion\04-CD\01-CD.A\04-Architectural\_LSI - IST FLR LIFE SAFETY.dwg, 2/9/2018 9:10:46 AK JSimon, Xerox 6604 PS.pc3 L IM SAFETY LEGENDiI FE FIRE EXTINGUISHER IN CABINET - SEE DETAILS 2/1-52 AND 3/AS2 rF FIRE EXTINGUISHER - WALL MOUNTED - — I _ - II J �— , ,- �' - 1 I 2 ® ® EXIT LIGHTS -SEE ELECTRICAL DRAWINGS FOR 13 Id 15 Ib Il I 8 ie 2 22 21 w,q{> ELECTRIC _�- - ADDITIONAL INFORMATION r - - - __ - - _ 204 / I.T. ROOM z�� 2m STAIR 2 _ zm56 5l _ — — — PRIMARY PATH TRAVEL, PR MAR P OF ------- - I r 2m46 / 20432055 _ 'J FE ---------� SECONDARY PATH OF TRAVEL. n I1�U$ION ROOM----- --- s I ' 1 5' II I a. I -- OFFICE F a _ 2m35 URSES I -' 1 1 m51 ______ ___CORRIDOR _____________® ® 2054 —� >=x17 _3- -- c ❑ -_o 1 2041 I ey � b i '. l�- 8. 10 i' � 2 I \ HOUSE - � I CONCRETE BLOCK WALL I I� , ' _ _ ANGI � - _ . h -_ � 1 , I KEEPINCs 0 � ,�� I � 2m45 - - ��il=E I I Q I I "-_ EXAM 2m61 2m$6 ( 1 MEN' I - \ 2042 = 2 3 ONE (1) HOUR FIRE RATED SEPARATION PARTITION ` _ @ ALARM INFORMATIONMANUAL SEE ` �J ___-_ D A/C'CHASE BRE4KROOM _ 1 - W ELECTRICAL FOR MORE PH;�RMACY ( I 2 3 2031 NUTRITION 1 W TiOILET ILE 4. 2m38 I " Y m �� i - �' `� 2050, fi 1'=9 2m5z m I y� f IL [R �' U Q VISUAL SIGNALING DEVICE - SEE ELECTRICAL FOR �� P=� 4m i U 4_;" m I @ ' i" MORE INFORMATION Jl J ® r-� _ ---�--- - J ! _ 1 1 i _�_ -J�L- I I Z- 1 F:EFE t;. �`�� ®------2m30RRIDOR ----- 3m'-m"-------------------> ®-- __, ` I FE fi f L-� �� ._ , 1 — ®F — — 91'-9 — — ♦0 -fii�T�Gs� - r,3,_8"---------�® EXAM 20 COMBINATION HORN / STROBE SIGNALING DEVICE - o SEE ELECTRICAL FOR MORE INFORMATION 1 1 _� CORRIDOR 3 I I L J _ 1 \ I fi f FE 2065 2m63 r- I o COMBINATION SPEAKER / STROBE SIGNALING DEVICE L - Ea Q - ` c I 1 ,: 47 I r_ -, > r' I STORAGE - SEE ELECTRICAL FOR MORE INFORMATION L 1IF-EXAMEXAM'1-t'�-� PMMULE I I .' r I UJAItING UTAITiNCs I ~r _ ��6 � i 2061 ----- mm------------ — — — —2 — -----RECEF'tION `- _8— — — — — — — — — —2048 RECEPTIONI2030 EXAM EXAM 2005 i______________ 1 ' 1 I I I ------ m 1 - —11 EXAM} ;2m28 r. 2m21 _ F� r , • I ' ,I Y't V 8 2mll GL. I I I �i i iA S ORAGE .. 2C 5 20 3 SCHEDULE CORRIDOR 1 ' EXAM -_ CORRIDOR 1 -___-�. _-- -_ ® - 2m2— 2023 13m'-0"------fiRIAG� ---__> _— F 1 r -r 1 L L, I 1- 4 .: =� F, 2m16 2ml — T —_ — ��'-- ®—_______—�®. EXAM 2m12 —� FE t FE i - FE I 202P 1 I ' ET r_ ik CL 0 TOFT, i ' i I -•--------- `r:V. r 1 - - I 1 V 1 i EXAM, p 2 0 20-� - _ _r � _�-� � - ELEVATOR LOBBY � zmml - - 2(d9# 2m 18 p Ull @ PRE -OP � - Q _ - POST OP - ' � 1 I 2013 _ cL. I I — ` 1 I � w LL -- r--- -- --- Q EXAMlA _ I 2021 9 6� \ g@ y Z011 @ _ I I u FE F--= PROCEDURE - 2093 1 �, r w EXAM �I F — 2m9z NURSES <; NURSES r n BREAKROOM 1 : ---- I 2m19 I zmsm j 2mIGOmRRIDOR12mm8 •� � 1 .: � 2 }i I - I I I 1,_. _ .. FE f f ®�— Im9'-m' �♦-- 95'-l" ___-}ej' — I �.� I � I I i •- � �� z� -1 KEYED NOTES _ � :� . _ r/ J � _j u 1 OFFICE t:: �. to I I ---- �, l , : �� �� _, �. -7 OFFICE EXAM / , PROCEDURE r �I EXAM E� 2mn zmlb zml5 OFFICE I - - - -- - - - 1%' 2m83 �Z XAM XAM EXAM , , 2m18 'a 'j=1J LL �J�W CONFERENCE &9 2 BS 2m86. m85,' Z084, a FI- OI 30" x 48" CLEAR FLOOR SPACE INDICATED AS "AREA OF RESCUE 1 _ r 2002 ASSISTANCE". -- --' T. -- I O2 AREA OF RESCUE ASSISTANCE SIGN AND TWO-WAY EMERGENCY S I 4F - COMMUNICATION SYSTEM, INSTRUCTIONS FOR SUMMONING ASSISTANCE 2mm ° VIA THE TWO-WAY COMMUNICATION SYSTEM AND WRITTEN - IDENTIFICATION OF THE LOCATION SHALL BE POSTED ADJACENT TO U=p THE TWO-WAY COMMUNICATION SYSTEM. SIGNAGE SHALL COMPLY WITH L9 THE ICG A II1.1 REQUIREMENTS FOR VISUAL CHARACTERS. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. LIFE SAFETY SUMMARY DSECOND FLOOR LIFE SAFETY PLAN SCALE: 3/32" = 1'-0" Q�L IG�LE �I7E.g; THE FLORIDA BUILDING CODE: SIXTH EDITION (2011) Design No. U465 September 27, 2005 ROOF DECK • CGE B TY Nonbearing Wall Rating- I HR. CABINET IN NON RATED WALL CABINET iN NON RATED WALL • BUILDING • ENERGY CONSERVATION MODEL NO. 1021F12 AS MANUFACTURED BY J.L. MODEL NO. 1021FI2 AS MANUFACTURED J.L. • EXISTING BUILDING • FUEL GAS BY f : = :'. r t V. Iyt t " AA EXTEND WALL TO UNDERSIDE OF ROOF D£GK PER U.L. DESIGN U.465 INDUSTRIES. INDUSTRIES. • MECHANICAL • PLUMBING • TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES CABINET IN RATED WALL CABINET IN RATED WALL ��.�� ):_.._.,-,,.J�'.._ • . FLORIDA FIRE PREVENTION CODE: SIXTH EDITION NFPA 101: LIFE SAFETY CODE FLORIDA 2011 EDITION MODEL NO. 102-IF12 FX AS MANUFACTURED BY J.L. MODEL NO. 1021FI2 FX AS MANUFACTURED BY J.L. INDUSTRIES AT 6" WALLS INDUSTRIES AT 6" WALLS NFPA 10: NATIONAL ELECTRICAL CODE 2014 EDITION 1:,1 0) STEEL CHANNEL MODEL NO. 1022FI2 FX AS MANUFACTURED BY J L. MODEL NO. I022F12 FX AS MANUFACTURED BY J.L. 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 1. Floor and Ceiling Runners - (not shown) - Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in. legs, formed from min No. 25 MSG galy steel, INDUSTRIES AT 4" WALLS INDUSTRIES AT 4" WALLS attached to floor and ceiling with fasteners spaced 24 in. OC max. 2. Steel Studs - Channel shaped, 3-5/8 in. wide (min), 1-I/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG galv steel spaced 24 in. CONSTRUCTION TYPE: OC max. 3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber batts partially or completely filling stud cavity. FBC - TYPE V-B CONSTRUCTION See Batts and Blankets (BZJZ) category for names of Classified companies. UNPROTECTED, SPRINKLERED 3A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose material. The fiber is applied with water to completely NFPA - NEW BUSINESS fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3. Alternate o application method: The fiber is applied with U.S. Greenfiber LLC Type AD 100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts OCCUP,4NCY: fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3. FBG -BUSINESS U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) NFPA - NEW BUSINESS 3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC - Cellulose Insulation 4. Gypsum Board* - 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with I in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A (furring channels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 (j .: o o in. OC. AMERICAN GYPSUM CO - Types AG-C, AGX-1 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - Type DBX-1.L LAY- IN ACOUSTICAL BPB AMERICA INC - Types 1, EGRG, ProRoc Type X, ProRoc Type C. OR GYPSUM BOARD BPB CANADA INC - ProRoc Type C, ProRoc Type X or ProRoc Type Abuse -Resistant. CEILING. CANADIAN GYPSUM COMPANY - Types AR, C, 1P-AR, IP-XI, iP-X2, IPC-AR, SCX, SHX, WRC or WRX. - G-P GYPSUM CORP, SUB OF a GEORGIA-PACIFIC CORP - Types 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6. SEE UL DESIGN NO. U465 LAFARGE NORTH AMERICA INC - Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A. NATIONAL GYPSUM CO - Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3 , FSW-5. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -Type PG-C or PG-9. PANEL REY S A - Type PRX. FIRE EXTINGUISHER MINIMUM a FIRE EXTINGUISHER MINIMUM GYPSUM WALLBOARD SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX-1 SIZE SHALL BE 2A10BC. FIRE EXTINGUISHER BE 2AI SHALL SIZE SHALL BE 2A10BC. FIRE EXTINGUISHER BESHALL PER WALL TYPE STANDARD GYPSUM L L C - Types FRX-6, VPBX-6, FRWRX-6, SHTGX-6, FRX-6 Exterior Gypsum Soffit Board, SG-C. a CT BE INSPECTED AND CT BE INSPECTED AND TEMPLE -INLAND FOREST PRODUCTS CORP - Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type TAGGED A FIRE TAGGED AFIRE X, TG-C. UNITED STATES GYPSUM CO -Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. EXTINGUISHER COMPANY EXTINGUISHER COMPANY USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. PRIOR TO FIRE FINAL. PRIOR TO FIRE FINAL. 4A. Gypsum Board* - (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or a horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt - joints on opposite sides of studs need not be staggered or backed. Panels attached to steel studs and floor runner with I in. long Type S steel screws o spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. CANADIAN GYPSUM COMPANY - Types AR, C, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. UNITED STATES GYPSUM CO - T ype AR, C, FRX-G, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. BOTTOM OF CABINET BOTTOM OF CABINET USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. TOP OF WALL TOP OF WALL 4B. Gypsum Board* - (As an alternate to Items 4 or 4A) - Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased o 4" METAL STUDS to 1-1/4 in. R-II BLANKET INSULATION AT AT 16" O.C. CANADIAN GYPSUM COMPANY - Types AR, IP-AR SOUND PROOF PARTITIONS ONLY. 9 UNITED STATES GYPSUM CO - Types AR, IP-AR. L4 a 0 U USG MEXICO S A DE C V- Types AR, IP-AR. m Q m Q 5. Joint Tape and Compound - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, 3 5/&" OR 6" (SEE FLOOR PLAN) embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface GALV. STEEL STUDS AT 16" O.C, 20 of Classified veneer baseboard. Joints reinforced. GA.STUDS AT WALL MOUNTED 6. Resilient Channel - (Optional -Not Shown) - 25 MSG galy steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each EQUIPMENT intersecting stud with I /2 in. long type S-12 panhead steel screws. 6A. Steel Framing Members (Not Shown)* - As an alternate to Item 3, fin -ring channels and resilient sound isolation clip as described below: 25 GA. GALV. STEEL CHANNEL a. Furring Channels - Formed of No. 25 MSG gals steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to FASTEN TO SLAB AT 24" O.C. FLOOR SLAB o FLOOR SLAB studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galy steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. FLOOR SLAB b. Steel Framing Members* - Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC - Type RSIC-1. *Bearing the UL Classification Mark O UL DESIGN NO. U465O FIRE EXTINGUISHER CA�IN T O IR xTIN UISHER CA 0_0 0 1 NwE T FIRE EXTINGUISHER c iN T SCALE: N.T.S. SCALE: NONE SCALE: NONE SCALE: NONE REVISIONS BY �^ 4 Go U Co tn M N c0 r r �cr U � CV v; ti O C: CQ � N E > Q C O - cc y Tti 3 C N •� c �w M x. 1 a P ...... 4 y'\co LL C) :G ` Q aly u . w o 0 c a� y T, �C U � Z o, 00 w U) .� C M O M m J E O Q (!) C U O 0 ° c0� _ LLJ LL. O U >> N N Q O Q m -� a Z O = N v w —J LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet LS2 H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\_LS2 - 2ND FLR LIFE SAFETY.dwg, 2/9/2018 9:10:38 AM, Amon, Xerox 6604 PS-pc3 IST FLOOiR - ONVERALL FLOOR PLM SCALE: 3/32" = V-0" WALL LEGEND 41 TYP. DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Aia 0 ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET A -lb METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/A10, METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/A52 METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL 5/A10 C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS EYED NOTES Ol CONCRETE CURB - SEE CIVIL DRAWINGS. OLANDSCAPE AREA - SEE CIVIL DRAWINGS. OCONCRETE SIDEWALK - SEE CIVIL DRAWINGS. 4G CONCRETE RAMP AT 1:12 SLOPE MAX. - SEE CIVIL DRAWINGS. OSTANDARD PARKING SPACE - SEE CIVIL DRAWINGS. OHANDICAP PARKING SPACE - SEE CIVIL DRAWINGS, OHANDICAP PARKING LOADING ZONE - SEE CIVIL DRAWINGS.. OHANDICAP SIGN - SEE CIVIL DRAWINGS. 90 CONCRETE WHEEL STOP - SEE CIVIL DRAWINGS. 10 DETECTABLE WARNING SURFACE - SEE CIVIL DRAWINGS. II HERRINGBONE PATTERN PAVER SYSTEM - SEE CIVIL DRAWINGS AND WALL SECTIONS. 12 ASPHALT DRIVE - SEE CIVIL DRAWINGS, 13 EXTERIOR CMU COLUMNS - SEE STRUCTURAL DRAWINGS AND WALL SECTIONS. I4 COVERED DROP-OFF AREA, 1B TREE WELL - SEE ARCHITECTURAL SITE PLAN AND CIVIL DRAWINGS, GENERAL NOTES 1. REFER TO ARCHITECTURAL SITE PLAN AND CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION 2. FILL CELLS OF CMU WALLS WITH TAYLOR FOAM AT ELEVATOR, AND MECHANICAL ROOM WALLS, TYPICAL. REVISIONS BY i r r _ � �^ 00 U CD Cry .�., C`n N _J co N Cd ` U 7 O C v 1�� 00 U N cC1 �I t • ii , ¢E Q pp 3 a� ti N 0 a E CV �—^ Cn W x N v O: v O 0 N Q p LL . ?Y : u fly. i r Cn b � � G €'•+ � •b V' .tea,_ CD J O LL cc� Ijs' Y a� U � Z °O rn C m N Ln Ln .� � O M M m J -- E - >. O Q (/! `-' U •� •;~ O U O O 0 LL_ W — O v U v vi C.) v -C CL N Q O >. 0° C Z Q v _J W LL. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Ala H:\ProjectsTrojects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\Alabcdef - 1st Floor - FLPL.dwg, 2/9/2018 8:51:41 AK JSimon, Xerox 6604 PS.pc3 O1ST FLOOR - PARTIAL FLOOR FLAN SCALE: 3/16" = I'-0" WALL LEGEND 4" TYP. ; DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Alba 0 ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET A9c METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO .- METAL STUD I -PR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/L62 METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL 5/410 iTT C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS KE1'ED NOTES 10 5/6" GYPSUM WALL BOARD ON I" x 3" P.T. FURRING STRIPS ON CONCRETE BLOCK WALL SYSTEM (2 STRUCTURAL STEEL COLUMN - SEE STRUCTURAL DRAWINGS. O6" METAL STUD EXTERIOR FRAMED WALL SYSTEM WITH SMOOTH SAND FLOAT FINISH STUCCO, SEE WALL SECTIONS AND STRUCTURAL DRAWINGS. SEE DETAILS ON SHEET A10. ORECESSED PEDIMAT - SEE FINISH SCHEDULE. OROOF DRAIN LEADER - SEE ROOF PLAN OOVERFLOW ROOF DRAIN LEADER - SEE ROOF PLAN OALUMINUM DOWNSPOUT - SEE ROOF PLAN. PROVIDE SPLASH BLOCK AS REQUIRED. OLINE OF KNEE WALL BELOW. OWOOD VENEER BOX AND WALL FINISH AROUND CHECK -IN WINDOW - SEE MILLWORK DRAWING PACKAGE. 10 SCALE - PROVIDED BY OWNER II BOX -OUT WITH 5/8" G.W.B. OVER METAL STUD FRAMING AS REQUIRED. KEEP SIZE TO A MINIMUM - SEE DIMENSIONED FLOOR PLAN. 12 FLAT PANEL T.V. BY OWNER - VERIFY EXACT HEIGHT AND LOCATION. PROVIDE WALL BLOCKING AS REQUIRED. 13 5/0" GWB OVER I" x 3" FURRING OVER P RIGID INSULATION ON CMU WALLS FROM SLAB TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE. 14 LOW WALL WITH WOOD CAP - SEE DETAIL B/AIO. 15 WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS. 16 42" HIGH COUNTER/CABINETS - SEE INTERIOR ELEVATIONS. 0 36" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS IS 30" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS 19 2'-10" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS. 20 DISHWASHER - PROVIDED BY OWNER, INSTALLED BY G.C. 21 STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS. 22 SERIES "SGD-2500 DRY -GLAZED" ALUMINUM HORIZONTAL SLIDING WINDOW - N.I. - SEE INTERIOR ELEVATIONS. 23 REFRIGERATOR - PROVIDED BY OWNER 24 UNDER COUNTER REFRIGERATOR - PROVIDED BY OWNER 25 COPIER - PROVIDED BY OWNER 26 FIRE EXTINGUISHER CABINET - SEE DETAIL 2/1-52 AND 3/L52. 2D WALL MOUNTED FIRE EXTINGUISHER. 28 FIXED SHELVING - SEE CABINET DETAILS 29 ALIGN PARTITION WALL WITH WINDOW JAMB. 30 MOP SINK WITH WATER HEATER ABOVE ON SHELF - SEE PLUMBING DRAWINGS. PROVIDE FRP, 4'-0" HIGH, ABOVE MOP SINK. 31 EXAM ROOM PRIVACY CURTAIN AND RAIL SYSTEM - SEE FINISH SCHEDULE. 32 PROVIDE AUTO CLOSER ON DOOR 33 ONE HOUR RATED PARTITION - SEE DETAIL 4/1-62. 34 RECESSED SPECIMEN PASS-THRU CABINET - SEE DETAIL 1/Alj. 35 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 36 5/6" GYPSUM WALL BOARD ON 3-5/0" METAL STUD ON CONCRETE BLOCK WALL SYSTEM WITH R-11 INSULATION. 31 6" CONCRETE BLOCK WALL SYSTEM - SEE STRUCTURAL DRAWINGS. PROVIDE PARGE COAT STUCCO. 38 PLASTIC LAMINATE BENCH - SEE INTERIOR ELEVATIONS. 39 EQUIPMENT BY OWNER. 40 30" x 48" CLEAR FLOOR SPACE INDICATED AS "AREA OF RESCUE ASSISTANCE'. 41 AREA OF RESCUE ASSISTANCE SIGN AND TWO-WAY EMERGENCY COMMUNICATION SYSTEM, INSTRUCTIONS FOR SUMMONING ASSISTANCE VIA 7 TWO-WAY COMMUNICATION SYSTEM AND WRITTEN IDENTIFICATION OF THE LOCATION SHALL BE POSTED ADJACENT TO THE TWO-WAY COMMUNICATION SYSTEM. SIGNAGE SHALL COMPLY WITH THE [CC A 111.1 REQUIREMENTS FOR VISUAL CHARACTERS. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 42 ROOF ACCESS LADDER WITH HATCH ABOVE - SEE ROOF PLAN. 43 VENDING MACHINE - VERIFY TYPE WITH OWNER. GENERAL NOTES I. SEE DETAIL A/AIj FOR DOOR MANEUVERINGS DETAIL. 2, PREPARE CONCRETE SLAB AS REQUIRED TO RECEIVE NEW FINISHES. 3. SEE DOOR AND WINDOW SCHEDULE AND DETAILS FOR ALL DOORS AND WINDOWS INFORMATION. 4. SEE ID SHEETS FOR ALL FINISH SCHEDULES. 5. ALL GYPSUM WALL BOARD TO HAVE LEVEL (4) FINISH. LEVEL (5) FINISH IN PHARMACY, ROOM NO. 2031.. 6, PROVIDE 5/5" GYPSUM WALL BOARD ON I" x 3" FURRING STRIPS OVER I" RIGID INSULATION ON INSIDE OF ALL EXTERIOR CMU WALLS. INSULATION AND GYPSUM WALLBOARD TO EXTEND FROM FLOOR TO FLOOR OR ROOF DECK ABOVE. 1. COORDINATE LOCATION OF PLUMBING STACKS WITH FLOOR PLAN LAYOUT. NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY. KEY FLAN REVISIONS BY �i y 00 Cn Mj CV V � I^ c -, ~ ro o p U ❑ . c. N ai > E 3 ti 3 C N � .n � n. ro C'J W ,r •. Q 4 : 0 u, rc ' RE a' y U U CL -� N O U � Z O •:3 O M m J E V O ° 0 O v v N U 0 t v � O Q O >1 0 m C Z Q v J w L._ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A 1 b H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\Alabcdef- 1st Floor - FLPL.dwg, 2/9/2018 8:51:31 AM, JSimou, Xerox 6604 PS.pc3 WALL LEGEND Fr 4" TYP.' DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Aga 0 WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET A9c 3 �— ----- — 3 E 3 5 410 (T ) — ft/1 H (TYPJ AI0 METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO 0_-- A10 6 U O �---� =—-- METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL ° -a-1 -�- ---_- - -- --- �- -- -! 13 13 O 3 --' O O I I ` . ---� 13 13 I I 3 E 31 FIRE RATED WALL PARTITION DETAIL 4/L52 METAL tPARTITION E L STUD LOW WALL -REFER t0 TYPICAL LOW WALL PARTITION DETAIL B/AIO _ 1053 J i�? _� �, 1 C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS -----,, -J ,' L--- -- _ j I — --- - - - , CTY ) AlID I!! I i' 21 STAIR 2 ..— —.�. KEYED NOTES 3 OFFICE - OFFICE - - -; I OFFICE SEE I/A,b 1064, 1066 1065 I I 13 13 _ - I , 1052 1 i ® I ELECTRICAL ROOM ' i 13 13 i 32 Ol O2 5/8" GYPSUM WALL BOARD ON I" x 3" P.T.h FURRING STRIPS ON CONCRETE BLOCK WALL SYSTEM STRUCTURAL STEEL COLUMN - SEE STRUCTURAL DRAWINGS. ' I O 32I. 1 ° 1054 ` - - : - - _ 3, �3 6" METAL STUD EXTERIOR FRAMED WALL SYSTEM WITH SMOOTH SAND FLOAT FINISH STUCCO. SEE WALL SECTIONS AND STRUCTURAL 1 I�_o 13 OFFICE r CORRIDOR II-H 1061 1° 21 ' O DRAWINGS. SEE DETAILS ON SHEET A10. RECESSED PEDIMAT - SEE FINISH SCHEDULE. 26 1060 All 13 1, 13 ' D O ROOF LEADER SEE OFFICE 1046 I ° I I �! I I. I _ r I .. 15 18 26 < 6� DRAIN - ROOF PLAN OVERFLOW ROOF DRAIN LEADER -SEE ROOF PLAN 00000 '0000 032 ='! 0 u ' 21 , O''0000,0 ,:L4, l0 21 �, _ o000o O ALUMINUM DOWNSPOUT - SEE ROOF PLAN. PROVIDE SPLASH BLOCKAS REQUIRED. 1 OD _,' --�T y OI, ` I > 0°0°0 LINE OF KNEE WALL BELOW. MENDS 105 LOBBY I IID50 I EO �/ Ii�� _- 33 Q 28 PROCEDURE Q o0000 9O WOOD VENEER SOX AND WALL FINISH AROUND CHECK -IN WINDOW - SEE MILLWORK DRAWING PACKAGE, SCALE PROVIDED BY OWNER - 1 /EXAM I _ ---- ��/ �-\\ �--- I ° I 0 HOUSE 1 KEEPING CLOSET O ,� 1063 I ICE V �,,I EXAM I 10-15 _--_ _a_ EXAM 10,6 0 6 :.: II 12 BOX -OUT WITH 5/8" G.W.B. OVER METAL STUD FRAMING AS REQUIRED. KEEP SIZE TO A MINIMUM - SEE DIMENSIONED FLOOR PLAN. FLAT PANEL T.V. 8Y OWNER -VERIFY EXACT HEIGHT AND --' IID41 IS v I, I ° I I 1055 30 -' -\ 1 1059 I 28 I ra T=1 ' `u �T,G �ILET f0 i I 14 x II _ 3 LOCATION, PROVIDE WALL BLOCKING AS REQUIRED. 5/8" GWB OVER I" x 3" FURRING OVER I" RIGID INSULATION ON CMU WALLS FROM SLAB TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE. I 1 I 1 11 r -.- _i - 1 - O - O 13 LOW WALL WITH WOOD GAP -SEE DETAIL 5/A10. - - - - _ -- r--- � �,_ , - `, - � , `ilrr��i �—����— . -.. � - --; r _ __ � � - L - - , r_. -- � ;,- � i� --� :"-- r TRIAGE • i 10 IID,3 � ��, EXAM 0 15 16 WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS. 42" HIGH COUNTER/CABINETS -SEE INTERIOR ELEVATIONS. a . ! I! I!! n !! #'' N_ - y� t _ _ ! _ _ _ j A19 ! 2 26 15 21 CORRIDOR 2 10, I 10,0 la n 1, _ 36 HIGH BASE CABINETS/COUNTERTOP SEE INTERIOR ELEVATION S 12 12 32 1, WORKROOM "''� 15 21 fl ,' 1 1_ -✓I 16 1012 16 �t� IS 19 30" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS 2'-10" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS. ;7 A10- I I 20 DISHWASHER - PROVIDED BY OWNER, INSTALLED BY G.C. r STAINLESS STEEL SINK - SEE PLUMBING LE E EDRAWINGS. ! I 22 9 I 0 22 SERIES "SGD-2500 DRY -GLAZED" ALUMINUM HORIZONTAL SLIDING - i - - _ 12 3 3 � i 151 ` IS i 15 4 ,' 13 ' .. 23 -N.I.- INTERIOR ELEVATIONS. WINDOW N I SEE REFRIGERATOR PROVIDED OWNER - 22 I I RECEPTIONS 1051 r � 1 P; 0. NURSES 16 � , 24 - BY UNDER COUNTER REFRIGERATOR -PROVIDED BY OWNER WAITING 1005 WAITING 1056 8 IS 25 I� I� I � � �-�I I ®I II i � I ' , as i 28 i IID1s r s � EXAM 10,9 18 q G) 1_1 25 26 COPIER -PROVIDED BY OWNER FIRE EXTINGUISHER CABINET - SEE DETAIL 2/L52 AND 3/L52. LJ r. I CLOSET" i 18 ? O f 1 15 21 21 WALL MOUNTED FIRE EXTINGUISHER. FIXED SHELVING - SEE CABINET DETAILS i IS 1086 Y8 11 ALIGN PARTITION WALL WITH WINDOW JAMB. 1 �xI ? 11 -- (_` ~ _,I �. } 8 ,a I j_ i O 24 O ' 13 31 30 31 MOP SINK WITH WATER HEATER ABOVE ON SHELF - SEE PLUMBING DRAWINGS. PROVIDE FRP, 4'-0" HIGH, ABOVE MOP SINK. EXAM ROOM PRIVACY CURTAIN AND RAIL SYSTEM - SEE FINISH SCHEDULE. I All 32 16 16 ' 32 PROVIDE AUTO CLOSER ON DOOR. �I -- � L. _____ " ": _ ._-- �__ --. _-- 2 -15, _ _ �'� � - 21 CID81 ORRIDOR 13 � 10 TRIACzE------- All 2 I � _= 2 EXAM 1080 O 33 34 ONE HOUR RATED PARTITION - SEE DETAIL 4/LS2. SS S I N ASS RECE ED PEG ME P -THRU CABINET -SEE DETAIL ,/Alj. 1 1 1 ������— OO e,1e..e. 4 1085 I � � ' n I o ,` .. _ _ �T _ y 11 O - -� 0 - 15 21 35 36 FAUCET MOUNTED EYE WASH STATION -SEE PLUMBING DRAWINGS. 5/8" GYPSUM WALL BOARD ON 3-5/6" METAL STUD ON CONCRETE 1a ' l3 LT. ROOM II ��� _ TOILET Q--� _ ---! - � I ! ' 1100 (Y \� OILED' !! I 084 t � rf I - z6 - - -- 3 3, 38 BLOCK WALL SYSTEM WITH R-11 INSULATION. 8" CONCRETE BLOCK WALL SYSTEM - SEE STRUCTURAL DRAWINGS. PROVIDE PARGE GOAT STUCCO. PLASTIC LAMINATE BENCH -SEE INTERIOR ELEVATIONS. IS 15 1004 1 I I ELEVATOR I I ____ J J I 0� „ ..r.:-; u I I EXAM I 1083 EXAM 1082 Q -- -- EQUIPMENT BY OWNER. IS LAB 16 RECEPTION 1006 i 31 I I 1 ELEVATOR I I i °i 20 24 15 21 l.r. -- ---- ----� NURSES 21 IID98 --- IS 28 k - O Q EXAM 0 V - 1088 IS I, 41 O 30" x 48" CLEAR FLOOR SPACE INDICATED AS "AREA OF RESCUE ASSISTANCE". AREA OF RESCUE ASSISTANCE SIGN AND TWO-WAY EMERGENCY COMMUNICATION SYSTEM, INSTRUCTIONS FOR SUMMONING ASSISTANCE VIA T 25 IS 15 I I © LOBBY I 1002 I EL�ATOR I 19 t 18 CLOSET 15 I 9ID 11 18 I 15 I I I O `. TWO-WAY COMMUNICATION SYSTEM AND WRITTEN IDENTIFICATION OF THE LOCATION SHALL BE POSTED ADJACENT TO THE TWO-WAY COMMUNICATION SYSTEM. SIGNAGE SHALL COMPLY WITH THE ICC A 111.1 REQUIREMENTS FOR ------ s t. •-; J 32 ». 3, I I I I I I 4 BREAKROOM 1099 36 12 g 21 11 °I 21 I 0 —... , ' 42 VISUAL CHARACTERS. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ROOF ACCESS LADDER WITH HATCH ABOVE - SEE ROOF PLAN. — ---------------- I 26 16 O VENDING MACHINE - VERIFY TYPE WITH OWNER. GENERAL NOTES 13 21 1, 15 15 IS LAB 31 i � I 1 I I 26 I I I i II I I 15 i lg y CORRIDOR 1089 - c 13 0-- - --- I - I I. SEE DETAIL A/Alj FOR DOOR MANEUVERINGS DETAIL. _J00, 5 — u 13 13 iii ---, 23 I I 3, - 3, I �n P O 0 iii 23 ,- " �` " s - _ -" O 0 O � I •, ,7T _ L 2. PREPARE CONCRETE SLAB AS REQUIRED TO RECEIVE NEW FINISHES. 3. SEE POOR AND WINDOW SCHEDULE AND DETAILS FOR ALL DOORS AND WINDOWS INFORMATION. _ _ I u! 13 `- 7 n ® I I- _ EXAM EXAM - -� l EXAM EXAM '! - ,PROCEDURE O `- - - - - OiICE ! 1095 IID94 1093 1092 h„ 1091 O O s- ^. r- c F "\ c- n u ---% 4. SEE ID SHEETS FOR ALL FINISH SCHEDULES. 5, ALL GYPSUM WALL BOARD TO HAVE LEVEL (4) FINISH. LEVEL (5) FINISH IN PHARMACY, ROOM NO, 2031„ „ 6, PROVIDE 5/8" GYPSUM WALL BOARD ON I x 3 FURRING STRIPS OVER I RIGID 3 3LJ 3 3 1096 f 11 INSULATION ON IN51DE OF ALL EXTERIOR CMU WALLS. INSULATION AND GYPSUM �jT,[3,1iz I 1003 31 SEE I/A,a -____--- -- -' -- - - -- 1 - i 18` IS` 13 r,; MECH. ROOM i 15 I - 15 I C 1101 I - + 11 I ` 11 I ° 13 13 21 °i 29 21 I 48 I 15 I 11 I° 21 29 ' - : i' 18 , ' :" F 15 I 11 13, 21 ° N `218 15 21 r. -' -- - WALLBOARD TO EXTEND FROM FLOOR TO FLOOR OR ROOF [)ECK ABOVE. 1. COORDINATE LOCATION OF PLUMBING STACKS WITH FLOOR PLAN LAYOUT. NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY, KEY PLAN --loot _ - - _� - - v _ - - - -. _ ® = 3, C MIRK. A10 v G 3 410 3 ! 3 O 1st FLOOR - IDAWIAL FLOOR PLAN SCALE: 3/16" = 1'-0" REVISIONS BY �i I , � ' 00 M U M N I-' FO ° J o N I-, o o a V N �I Q • to v E 3 ►-, o�ti G N Cl) I 0. m o :4 . f Y �S .0 ' N -o v o 0 4 Q a� y ro � y �+ U CL J N O 7 V � Z 0 U) J N U-) ' � O M M m N Q N -Op C `-' U •O o 0 U 0 cW L N O Q O >1 Q m L a Z Q v J W L_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A 1 c H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\Alabcdef - 1st Floor - FLPL.dwg, 2/9/2018 8:51:21 AM, JSimon, Xerox 6604 PS.pc3 1ST FLOOR DIMENSION PL4rl SCALE: 3/32" = 1'-0" WALL LEGEND 4 TYP: DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Aga 0 ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET A9c METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/L82 METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL 5/A10 C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS DIMENSION PLAN NOTES I. TH15 PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE U.N.O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK, REVISIONS BY ' 00 N L LL _ ro E G1 cJ 1` U NO m • U V N t Q E d rn o r T~ 3 3 ti 3 Cn � o N rN CID LL O ls. :L 0. 0 y 1 Y . _ Q Q N O' C k` N y C U � Z 0 rn p J N 0 U �' L0 .� p M 0 M m J E - >. Q (/) C U o 80 0 LA_ 0 0 U v N 0 Q 0 0D a N N Z Q v J w Li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Ald H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\Al abcdef - 1st Floor - FLPL.dwg, 2/9/2018 8:51:11 AM,1Simon, Xerox 6604 PS.pc3 O IST FLOOR - PARTIAL. DIMENSIONED FLOOR PLAN SCALE: 3/16" = V-0" WALL LEGEND 4" TYP. DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Alba 0 ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET Albc METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO - - - - - - METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/1-62 METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL 5/AI0 fir' G.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS DIMENSION PLAN NOTES I. TH15 PLAN 15 FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT V WIDE U.N.O. 3. S" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS S. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK, KEY PLAN REVISIONS BY f� .v CON U U_ E r c rN y \.� N in cxd 00 U N Lo it d E - c� o Cn � c 0 N CY) W O. !i c. co I o �t U6 w b � c 0 � � 0 0 a� y i n v y C.. -� QJ rn 0 U Z 0 rn C: N U-) .� � 0 M M m J E �. 0) Q (n C_ U :$ O U - W LL_ 0 w 0 ° v 4' s ° CL Q 0 >. 0° a Z O J W Li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Al e H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\Alabcdef- Ist Floor - FLPL.dwg, 2/9/2018 8:51:01 AK JSimon, Xerox 6604 PS.pc3 IST FLOORSCALE: - P,4WIAL DIMENSIONED FLOOD PLAN WALL LEGEND 4 TYP.`' DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Aga 0 ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET A9c METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO ...... - - - METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/LS2 -- METAL STUD LOUD WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL B/AIO C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS DIMENSION PL4N NOTES 1. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT S" WIDE U.N.O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O, 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK, KEY PLAN REVISIONS BY �i I I � � N 1�^ ¢ 00 r N y ti CV �n cct 6Ui o c v Qj 7 V T� 3 3 ti 3 1_� O N � c 0 4 L N a v :o" I oLL d � 10 Q � O C k � y � y U_ Q� C Z o rn J IY N U U) .� � M O M m E U Q N C U :Cq' 0 0 ° c0 � _ W o v > •vi _ CL Q o C) m C U CL C IV z O 0 J Ej- I._ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A 1 f H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-ArchitecturaMl abcdef - 1st Floor - FLPL.dwg, 2/9/2018 8:50:53 AM, JSimon, Xerox 6604 PS.pc3 KEYED NOTES 4" `7 gl_611 CLEAR E1 LAVATORY IN APRON TYPE VANITY - SEE DETAIL 5/Alj. A n2 WALL HUNG LAVATORY - SEE PLUMBING DRAWINGS J �3 N.G. WATER CLOSET - SEE PLUMBING DRAWINGS ElSTANDARD WATER CLOSET - SEE PLUMBING DRAWINGS 20 20 g �5 URINAL - SEE PLUMBING DRAWINGS o II 14 II 36" GRAB BAR El - - o-- - II 36 36 j, k2\ l 42" GRAB BAR 15 3 6 3 11 F8 COUNTER MOUNTED SOAP DISPENSER - SELECTED AND INSTALLED 3 -- I I Al j Al j , BY OWNER ��� i 2 9 - _ 4 6 3 r- -- O Y D MOUNTED SOAP DISPENSER SELECTED AN INSTALLS B OWNER - C D D D 3 20 18 \ 19 / -"- -" "" - - -- - I I I I 13 10 SEMI -RECESSED PAPER TOWEL DISPENSER -SELECTED AND INSTALLED BY OWNER ------------`-�------1 L---I---- Ile> II SURFACE MOUNTED PAPER TOWEL DISPENSER - SELECTED AND EF INSTALLED BY OWNER 12 SEMI -RECESSED TOILET TISSUE DISPENSER - SELECTED AND _- __.- INSTALLED BY OWNER =, Q o 4 8 6 13 SUi�ACE MOUNTED TOILET TISSUE DISPENSER - SELECTED AND U 13 pl t INSTALLED BY OWNER \N - 14 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 6'-8" A.F.F. - MATCH TH OF VANITY o INTERIOR ELEVATION ION o � INTERIOR ELEVATION -- II 20 Q, 15 WALL MOUDNTED CHANNEL FRAMED MIRROR o I ,g SCALE: 3/8" I'-0" RM 1052 SCALE: 3/8" = i'-0" RM 1052 16 PIPE INSULATION KIT _ AlWI1 RE`g 3TAPOM1 Il 60" DIAMETER TURN AROUND 8 1052 14 it IS 30" x 48" CLEAR FLOOR SPACE I I 3O 19 60" x 60" CLEAR FLOOR SPACE i 1 8 5/Alq i 20 TOILET PARTITION -SEE FINISH SCHEDULE 21 RECESSED FEMININE NAPKIN DISPENSER a - o Lu 22 SURFACE MOUNTED FEMININE NAPKIN DISPENSER 11 FII 20 23 ELECTRIC HAND DRYER. �9 24 PLASTIC LAMINATE 12" WIDE COUNTERTOP. `, 15 25 SHOWER STALL 0 1 9 lA/ 9 � 31 9 11 26 MOP SINK/ FLOOR SINK. 2l WATER HEATER 0 8 Il i 28 TOWEL BAR ' 30 i 29 TRASH RECEPTACLE 14 (61 ,' 2 16 16 30 6" m HOLE WITH TRIM RING 31 HANDICAP SIGNAGE - DETAIL 2/Alj. 0 1MEN 32 RECESSED DISPENSER TOILET -SEAT -COVER II � T�"� q I 33 RECESSED FACIAL TISSUE DISPENSER. Ix ' 1051 `9 34 STANDARD ELECTRIC WATER COOLER Lu 20 35 N.C. ELECTRIC WATER COOLER 5 35 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL 3/Alj. INTERIOR ELEVATION INTEiRIOR ELEVATION O g 31 SPECIMEN PASS-THRY CABINET -SEE DETAIL l/Alj. SCALE: 3/8" I'-0" RM 1052 SCALE: 3/8" = 1'-0" RM 1052 38 PLUMBING CHASE WALL 0 1 1 TOILET ACCESSORIES 19 o , 20 ��� � � I 13 11 I/Al i li ACCE88oRY BKGIFIG,a►TION i 2 9 II 34 I i 3 it 15 I i 6 11 SEMI -RECESSED TOILET TISSUE DISPENSER BOBRICK B-661 - -o-- - \ / 20 9 _ - __ 0 _ _ SURFACE MOUNTED TOILET TISSUE DISPENSER BOBRICK 8-685 15 ------ --.- f 4, - gl_6 1 - 15 g 11 36 3 6 Alj SEMI -RECESSED PAPER TOWEL DISPENSER BOBR C 8-359 CLEAR SURFACE MOUNTED PAPER TOWEL DISPENSER BOBRICK B 262 � 3 36" GRAB BAR BOBRICK 5-6806 X 36 SATIN FINISH WITH SNAP FLANGE 2 i I 1 16 13 16 42" GRAB BAR BOBRICK 5-6806 X 42 SATIN FINISH WITH SNAP FLANGE WALL MOUNTED SOAP DISPENSER BOBRICK B-155 6 AI j COUNTER MOUNTED SOAP DISPENSER BOBRICK B-822I Oj 1VT FLOOR ENLAAEID TOILET PLAN O INTERIOR ELEVATION O INTERIOR ERIOR ELEVATION WALL MOUNTED MIRROR BOBRICK B-165 1830 SCALE: 3/8" = 1'-0" SCALE: 3/5" 1'-0" RM 1051 SCALE: 3/8" 1'-O" RM 1051 — — —" - SURFACE MOUNTED TOUCH BUTTON HAND DRYER B05RICK B-1611 nOO RECESSED FEMININE NAPKIN D 16FDENSE R BOBRICK 8-353 SURFACE MOUNTED FEMININE NAPKIN DISPENSER BOBRICK B-210 31 31 20 20 RECESSED DISPENSER TOILET -SEAT -COVER BOBRIGK 8-3013 RECESSED FACIAL TISSUE DISPENSER BOBRIGK 8-355 II 14 11 5 36 1 6 3 AIj 36 8 I 8 I II 1 PASS THRU SPECIMEN CABINET BOBRICK 8-505 3 ClEi�4L NOTES ck I I I I 1 16 I I I I '--- I. FOR TYPICAL H.G. SIGN MOUNTING DETAIL, SEE DETAIL 2/Alj. 13 2. FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL 3/Alj. 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL 34 35 / J. 8 A1j 4, FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 5. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS REFERENCED IN THIS PROJECT OINTERIOR ELEVATION O INTERIOR ELEVATION O INTERIOR ELEVATION SCALE: 3/8" = 1'-0" SCALE: 3/0" = I'-0" RM 1051 SCALE: 3/8" = I'-01' RM 1051 REVISIONS BY y 00 N iJ L• Q � o ti � \� / C ro y C'11 a C\1 to- 0 — 00 3 ti 3 s o CV Cn F` fY a 3s ,. • 1u, : J 1 co a :Q u-' -J�E 0.• r I x .-1 i c 5 O w � O a y _U CL -u Q� C U � Z O 0 C J � CV � -° U N .� � M O M m J E- O Q (n ' C `-' U O 0 86 O 0 _ W 0 o > o •vi � N Q O 0° a N C Z Q N v J W LL Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Alg 1 I i H:\Frojects\Frojects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architectural\Alghij - Ist Floor - TOILET.dwg, 2/9/2018 8:50:41 AM, Aimon, Xerox 6604 FS.pc3 L KZ"YED NOTES R1 LAVATORY IN APRON TYPE VANITY - SEE DETAIL 5/Alj. E2 WALL HUNG LAVATORY - SEE PLUMBING DRAWINGS ElH.C. WATER CLOSET - SEE PLUMBING DRAWINGS 4� STANDARD WATER CLOSET - SEE PLUMBING DRAWINGS 14 �5 URINAL - SEE PLUMBING, DRAWINGS 14 36" GRAB BAR CLEAR 9 9 3 3636 6 l 3 � 42" CRAB BAR �8 COUNTER MOUNTED SOAP DISPENSER - SELECTED AND INSTALLED 1 AIj Alj BY OWNER � 6 I LEI I� IS II I i 1 - -- - - - 3 3 -- -- - - -- -- -- WALL MOUNTED SOAP DISPENSER - SELECTED AND INSTALLED BY El OWNER s 13 10 SEMI -RECESSED PAPER TOWEL DISPENSER - SELECTED AND oc Q i 13 TOILET; i 1 16 I _ I 16 INSTALLED BY OWNER II SURFACE MOUNTED PAPER TOWEL DISPENSER - SELECTED AND �O W I 104c3 13 INSTALLED BY OWNER U 3 \ II / I 3/Alh 14 1 9 gl 12 SEMI -RECESSED TOILET TISSUE DISPENSER - SELECTED AND INSTALLED ,/ BY OWNER I 13 SURFACE MOUNTED TOILET TISSUE DISPENSER - SELECTED AND AIj INSTALLED BY OWNER6 I I 14 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 6'-8" A.F.F. - __. MATCH WIDTH OF VANITY i INTERIOR /� t *' EL.EV,4 1 I01�1 3 O IN� �I� /� t /�y�' ELEVATION ION � O p /'�� I��1`IVI� /� /y' ELEVATION 15 WALL MOUNTED CHANNEL FRAMED MIRROR I I %; SCALE: 3/8" 1'-0" RM 1045 SCALE: 3/8" 1'-0" RM 1049 SCALE: 3/8" 1'-0" RM 1049 16 PIPE INSULATION KIT -- -- I 6 i 1'I 60" DIAMETER TURN AROUND 30" x 48" CLEAR FLOOR SPACE i 1 9 19 60" x 60" CLEAR FLOOR SPACE I 3 TOILETs > 20 TOILET PARTITION - SEE FINISH SCHEDULE U j 13 ' � 103� I �Q I I,'r 21 RECESSED FEMININE NAPKIN DISPENSER ^ j /I to 6/AIh - - - 22 SURFACE MOUNTED FEMININE NAPKIN DISPENSER / 31 L ' 19 IS r I 14 23 ELECTRIC HAND DRYER. °I \ \` ' ' # i 14 24 PLASTIC LAMINATE 12" WIDE COUNTERTOP. o I L 41 31 al 36 36 6 I1 3 9 1 9 25 SHOWER STALL 26 MOP SINK/ FLOOR SINK. 31 j AIj 27 WATER HEALER - -- -- 3 3 - - -- -- -- - 28 TOWEL BAR _ .__ . _ .._ -' - 13 29 TRASH RECEPTACLE m 13 l_) 16 __ 16 30 6" 0 HOLE WITH TRIM RING 31 HANDICAP SIGNAGE - DETAIL 2/Alj. 32 RECESSED DISPENSER TOILET -SEAT -COVER El 33 RECESSED FACIAL TISSUE DISPENSER. 6 AI j 34 STANDARD ELECTRIC WATER COOLER 35 N.C. ELECTRIC WATER COOLER 36 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL 3/Aij. 3l SPECIMEN PASS-THRY CABINET - SEE DETAIL �/Alj. O /'�� J� '}' *' 1ST I=LOVI` — A D TOILET PLAN O J� /'�) IN �I� � VJ'�I�IVI` O t p /� /fit I� 1 1`IV1� L VJ"! 1 IO� O *� p /� w' I1� 1`IVI` L V��IOI` SCALE: 3/8" = 1'-0" SCALE: 3/8" 1'-0" RM 1032 SCALE: 3/8" = 1'-0" RM 1032 SCALE: 3/8" = I'-0" RM 1032 38 PLUMBING CHASE WALL 1 TOILET ACCESSORIES i CLEAR ACCESSORY SPECIFICATION I I I SEMI -RECESSED TOILET TISSUE DISPENSER BOBRICK 8-661 I I I I 14 II I -roll 36 36 14 SURFACE MOUNTED TOILET TISSUE DISPENSER gOBRIGK 8-685 3 s TOILET d1 I , I 13 -r ? @ r U 3-1 3 AIj l 6 II 3 AIj 9 1 9 E I-REGE SED PAPER TOWEL DISPENSER BOBRICK 8-359 SURFACE MOUNTED PAPER TOWEL DISPENSER BOBRICK 8-262 1018 ---- 1 — --- s 6 , 13 I I 16 --__- 16 36 GRAB BAR B05RICK B-6806 X 36 SATIN FINISH WITH SNAP FLANGE 13 42" GRAB BAR BOBRICK BBNQP SATIN FINISH IFLANGE 6 WALL MOUNTED SOAP DISPENSER BOBRICK B-155 Al j COUNTER MOUNTED SOAP DISPENSER BOBRICK B-8221 O /� IST FLOOR �y 1 ENLARGED TOILET PLANO INTERIOR ELEVATION ION 10 INTERIOR ELEVA 1 ION �) I TERIOR ELEVATION 1 ION WALL MOUNTED MIRROR BOBRICK 5-165 1630 SCALE: 3/6" = 1'-0" SCALE: 3/5" 1'-0" RM 1018 SCALE: 3/6" 1'-0" RM 1018 SCALE: 3/8" = 1'-0" R11I 1018 — --- - — — - SURFACE MOUNTED TOUCH BUTTON HAND DRYER 50BRICK B-1811 nOO _ 7 _g RECESSED FEMININE NAPKIN DISPENSER BOBRICK 8-353 CLEAR SURFACE MOUNTED FEMININE NAPKIN DISPENSER BOBRICK 8-2�0 I I I I I 6 --� -- 14 RECESSED DISPENSER TOILET -SEAT -COVER BOBRIGK 8-3013 I I 14 RECESSED FACIAL TISSUE ' �I,1 14 I 9 --� 1 3 TOILE"Ii s Q x` _ e Q J 3 36 36 6 II 3 9 DISPENSER BOBRICK 8-355 PASS THRU 13 1009 0 AIj AIj 1 9 SPECIMEN CABINET BOBRICK 5-505 GENERAL NOTES u � 13 16 16 / . 1. FOR TYPICAL H.G. SIGN MOUNTING DETAIL, SEE DETAIL 2/AIj. 2. FOR TYPICAL CRAB BAR ANCHORING DETAIL, SEE DETAIL 3/AIj. I 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL 4/A1 j. I 6 AIj 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN b. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS REFERENCED IN THIS PROJECT 1ST FLOOR - ENL�EED TOILET fi�L,�N 13 INTERIOR ELEVATION 14 O INTERIOR ELEVATION 181 IN ELEVATION SCALE: 3/S" = 1'-0" SCALE: 3/8" 1'-0" RM 1009 SCALE: 3/6" = 1'-0" RM 1009 SCALE: 3/8" = I'-0" RM 1009 REVISIONS BY �i u � Q L p U N - rn 0-0 o 3 ti N o � c 0 N co Q 00 o J o 0 0 L v N s O U Z O C J cV Lf) •� � M O M O Q i7i -D C V U 3 O 0 S O 0 — W O v :2 v 0 a) s Q 0 0 m s O W a C N Z Q D J w Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A 1 h H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\Alghij - 1st Floor - TOILET.dwg, 2/9/2018 8:50:31 AM, Nimon, Xerox 6604 PS.pc3 KEY*E0 NOTES 01 LAVATORY IN APRON TYPE VANITY - SEE DETAIL 5/Al j. , 02 WALL HUNG LAVATORY - SEE PLUMBING DRAWINGS ElH.C. WATER CLOSET - SEE PLUMBING DRAWINGS STANDARD WATER CLOSET - SEE PLUMBING DRAWINGS -1 _g 14 URINAL - SEE PLUMBING DRAWINGS CLEAR 14 ED 36" GRAB BAR 11 36 36 El 42" GRAB BAR 31 9 9 1 3 6 AIj l 3 AIj R COUNTER MOUNTED SOAP DISPENSER - SELECTED AND INSTALLED BY OWNER I - -.- -- -- ---- .--- --, -- — — — - - — — — 9� WALL MOUNTED SOAP DISPENSER - SELECTED AND INSTALLED BY 3 OWNER I, 13 -- - ----� IS SEMI -RECESSED PAPER TOWEL DISPENSER - SELECTED AND INSTALLED BY OWNER -------'- - ---- \-- -- ` --- I 16 I J 16 II SURFACE MOUNTED PAPER TOWEL DISPENSER - SELECTED AND INSTALLED BY OWNER r `13 TOILET, 1062 i�� I 12 SEMI -RECESSED TOILET TISSUE DISPENSER - SELECTED AND INSTALLED BY OWNER 3/All 14 F 9 6 13 SURFACE MOUNTED TOILET T165UE DISPENSER - SELECTED AND AIj INSTALLED BY OWNER it i 14 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 6'-8" A.F.F. - ` MATCH WIDTH OF VANITY Z INTERIORLV�TION 3 INTERIOR ELEVATION INTERIORL.V,4T'I01�1 EWALL MOUNTED CHANNEL FRAMED MIRROR = SCALE: 3/8" - 1'-0 RM 1049 SCALE: 3/8' = I'-0' RM 1049 SCALE: 3/8 - I -0 RM 104E 16 PIPE INSULATION KIT E60" DIAMETER TURN AROUND 6 - IS 30" x 48" CLEAR FLOOR SPACE �/ 19 60" x 60" CLEAR FLOOR SPACE W / � 6/A 14 i 1 \9 120 TOILET PARTITION -SEE FINISH SCHEDULE U 31 TOILET ' t IS'14 � � - � 21 RECESSED FEMININE NAPKIN DISPENSER 13 )� , 22 SURFACE MOUNTED FEMININE NAPKIN DISPENSER ` \ \, I"1 14 23 ELECTRIC NAND DRYER. 18 14 24 PLASTIC LAMINATE 12" WIDE COUNTERTOP. 3, 11_4[1 AIj 36 36 11 AIj 1 9 25 SHOWER STALL 26 MOP $INK/ FLOOR SINK 31 6 , Ll 1 2l WATER HEATER 3 3 28 TOWEL BAR TRASH RECEPTACLE CLEAR 13 16 30 6" 4' HOLE WITH TRIM RING 31 HANDICAP SIGNAGE - DETAIL 2/AIj, 32 RECESSED DISPENSER TOILET -SEAT -COVER 33 RECESSED FACIAL TISSUE DISPENSER. 6 Alj 3] STANDARD ELECTRIC WATER COOLER 35 N.C. ELECTRIC WATER COOLER 36 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL 3/Alj. 3l SPECIMEN PA55-THRY CABINET - SEE DETAIL ,/AIj. OIST I=LOOR - ENLARGED TOILET PLAN O INTERIOR ELEVATION O INTERIOR ELEVATION O INTERIOR ELEVATION 1 SCALE: 3/8" 1'-0" SCALE: 3/8" 1'-0" RM 1032 SCALE: 3/8" = I'-0" RM 1032 SCALE: 3/8" = 1'-0" RM 1032 38 PLUMBING CHASE WALL TOILET ACCESSORIES 4 L{ -- - -_ I II'-8" CLEAR ACCESSORY 8MCIFICATION SEMI -RECESSED TOILET TISSUE DISPENSER gOBRICK 5-661 14 \ LEI 24 31 4'-0 14 SURFACE MOUNTED TOILET TISSUE DISPENSER 50BRICK 8-665 .9 Q W � i it CLEAR = iQ�i I i I 3 36 l 36 6 3 11 1 9 SEMI -RECESSED PAPER TOWEL DISPENSER BOBRICK 8-359 V i 3 i3 4 i\ T i 1, /Ali MILLET 19 1100 IS - Q AIj 6 AIj 24 I 24 SURFACE MOUNTED PAPER TOWEL DISPENSER BOBRICK B-262 ---------J N 3 3 36 GRAB BAR BOBRICK 8-6806 X 36 SATIN FINISH WITH SNAP FLANGE --------- -\\\==--_J -- __- 13 I I I --' - I 13 ' 42" GRAB BAR B0BRIFINISH W THBSNAP FLANGE SATIN i 6 WALL DISPENSENRTED SOAP gpgRICK B-155 AIJ COUNTER MOUNTED SOAP DISPENSER BOBRICK B-8221 OIST FLOOR - ENL4RC-iEO TOILET PLAN O INTERIOR ELEVATION ,m INTERIOR ELEVATION II INTERIOR ELEVATION (DI INTERIOR ELEVATION WALL MOUNTED MIRROR BOBRICK B-165 1830 SCALE: 3/8" = 1'-0" SCALE: 3/8" I'-0" R`1 1100 SCALE: 3/8" = 1'-0" RM 1100 SCALE: 3/8" I'-0" RM 1100 SCALE: 3/5" I'-0" RM 1100 SURFACE MOUNTED TOUCH BUTTON HAND DRYER 505RICK B-18l nOO 31 RECESSED FEMININE NAPKIN DISPENSER BOBRICK B-353 SURFACE MOUNTED FEMININE NAPKIN DISPENSER BOBRICK B 210 3, I 18 RECESSED DISPENSER ------ \ --\�-- - 1---- 14 TOILET -SEAT-COVER 505RICK5-3013 Q 13 `TOILET 14 DISPENSER RECESSED FACIAL tISSUE BOBRICK 8-355 m0 3 1084 9 i II 3 6 Al j 36 31 SPECIMEN CABINET BOBRICK 5-505 it 3 3 GENERAL NOTES --- I I I 13 m 1. FOR TYPICAL H.C. SIGN MOUNTING DETAIL, SEE DETAIL 2/AIj, 13 2. FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL 3/AIj. 3• FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL 4/AIj. AIj 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN CLEAR 5. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS REFERENCED IN THIS PROJECT I3 IST FLOOR - ENLARGED TOILET PLAN, INTERIOR ELEVATION 15 INTERIOR ELEVATION G INTERIOR ELEvAnON SCALE: 3/6" = I'-0" SCALE: 3/8" = i'-0" RM 1084 SCALE: 3/8" = I'-0" RM 1084 SCALE: 3/8" = 1'-0" RM 1084 REVISIONS BY 0000 �. u 1.0 m Y m N a� ti 0" \� N EnG XcV O C U 1�� 00 V N cLd it L � y Q E r ao 3 3 ti C x N / N � c 0. g - `aiti N `4 f y v � N C N ✓c O C k O 7 U � Z O O N LO U lf) .:3 � M O M m J E N Q-N } U - U � O 0 L- W O p c U L> p C U to O -C CLo Q O m a z 0 Q W Li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A 1 i H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architechual\Al gbij - 1st Floor - TOILET.dwg, 2/9/2018 8:50:21 AM, JSimon, Xerox 6604 PS.pc3 4" BACKSPLASH WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE 3/4" PLYWOOD WITH PLASTIC LAMINATE 2'-011 SURFACE - SEE FINISH SCHEDULE SURFACE MOUNT LAVATORY - SEE PLUMBING ----------------------- —- 7/7,1777,77,777 \ i m i --- :p / ---- 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC - _ _ LAMINATE SURFACE - 3 ! - -- SEE FINISH SCHEDULE _ i-4 cv INSULATION KIT FINISH FLOOR 101 VANITY SINK DETAIL 12" x 12" S.S. PASS T SPECIMEN CA5INE7 "BOBRICK 5-505" 3 FRAM INC 1/2" G.W.E 101 PASS-T�-IRU SPECIMEN CA3INET DETAIL SCALE: 3/6" = 1'-0" v a 2' - 0" UNDERMOUNT SINK SEE PLUMBING SOLID SURFACE VANITY DRAWINGS CA _--� (oil ------------- � � I 3/4" PLYWOOD SUPPOR LEG WITH PLASTIC LAMINATE SURFACE - 0 SEE FINISH SCHEDULE ' iv m INSULATION KIT OVANITY SINK DETAIL SCALE: 3/8" = I'-0" FINISH FLOOR I I I I I NOTE: ALL SIGNAGE TO CONFORM TO ADAAG, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR, CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. MOUNT ON LATCH SIDE OF DOOR ON NEAREST ADJACENT SURFACE I I I I 1 OH.C. SIGN MOUNTING DETAIL SCALE: N.T.S. 1/4" x 2" LAG BOLTS SOLID BLOC BETWEEN ME STUDS AS RE 11/2" I i/2" DIA, AS PER WALL TYPE COVER PLATE ESCUTCHEON 1 1/2" DIAMETER S.S. GRAB BAR NOTE: ALL GRAB BARS INCLUDING THOSE MOUNTED AT TUBS, SHOWERS, AND TOILETS AND TOILET MOUNTED GRAB BARS SHALL BE DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF: NOT LESS THAN 250 POUNDS APPLIED AT ANY POINT DOWNWARD OR HORIZONTALLY AS REQUIRED BY THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. (PROVIDE SUFFICIENT BLOCKING BEHIND EACH GRAB BAR INSTALLATION) ICI W�� 115AR ANCHORINCG DETAIL EDGE OF WALL I � X I Z � 15" � cry m CL WALL HUNG SINK LOW HIGHEST OPERABLE PART OF ACCESSORY TRASHO ' RECEPTACLE HIGH O � z = �' N z s m� r- m 0 FINISH O N ~ FFLOOR ELECTRICAL WATER COOLER PULL SIDE MANEUVERING CLEARANCE T— v, PUSH SIDE NOTE: X = 12" MIN, IF THE DOOR HAS BOTH A CLOSER AND A LATCH FRONT APPROACH NOTE: X = 36" MIN. IF YI = 60" X = 42" MIN, IF YI 54" PULL SIDE MANEUVERING _ j CLEARANCE I { � l 9 I I 22"� � I MJN' PUSH SIDE NOTE: Y2 = 42" MIN. Y2 = 48" MIN. IF THE DOOR HAS BOTH A CLOSER AND A LATCH HIWGE SIDE APPROACH NOTE: Y1 = 48" MIN. YI = 54" MIN. IF THE DOOR HAS A CLOSER PULL SIDE T MANEUVERING CLEARANCE A PUSH SIDE NOTE: Y2 = 42" MIN. Y2 = 48" MIN. IF THE DOOR HAS A CLOSER LATCH SIDE APPROACH FULL SIDE MANEUVERING MANEUVERING PUSH SIDE CLEARANCE CLEARANCE- �. i is // �✓ t!J �p � c0 z i I& e X X I, I PUSH SIDE • X = DEPTH PULL SIDE OF RECESSED WALL MANEUVERING PUSH SIDE CLEARANCE I 1 I - i2u A X PULL SIDE U NOTE: Q DOOR PROVIDED WITH p� BOTH CLOSER AND LATCH Q CLEARANCES AT RECESSED DOORS PAPER TOWEL DISPENSER H.C. URINAL r-DGE OF WALL 6" 36" 12" ,, 24" I- GRA-B B 4RS ---- m m s 8: FINISH 0-I�" a� FINISH p FLOOR ~ P.C. W.�' V FLOOR ~ - - N.G. WATER CLOSET H.G. WATER CLOSET NOTE: I. TYPICAL MOUNTING HEIGHTS UNLESS OTHERWISE NOTED 2. THE FLUSH VALVE MUST BE LOCATED ON THE APPROACH SIDE OF ANY ACCESSIBLE WATER CLOSET O TYPICAL MOUNTING NE IGHTS SCALE: 1/2" = I'-0" COUNTER MOUNTED SINK 40" L EDGE OF WALL 12" 42" to GRAB t3ARS- ----- DISPENSER LOCATIONQ LL1 - m MANEUVERING li^ CLEARANCE SIDE APPROACH I MANEUVERING CLEARANCE 00 Z I 1 I I FRONT APPROACH CLEARANCES WITHOUT DOORS 0 A B DOORS IN A SERIES O DOOR MANEUVERINC3 CLEARANCES SCALE: 3/16" = I'-0" C REVISIONS BY �i 00 'ITC) m C E U G cd cd Y N • U s. ~� O U N 5 �. • Ln it d E " 3ti 3 ►-� o x cm . ./ � C O N Cn �. tx W ("�} co ,_ h O'. LX - �" 00 C - J o 0 c Q U � C Q� C U .a Z 0 rn C 1Y cV � M .� O M m J E Q i7i 1` :3 •O 4- U O 0 LL- - W O o m L) t O � N Q O C) °° C N OfN N z O J LLJ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Alj H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-ArchitecturaAAlghij - 1st Floor - TOILET.dwg, 2/9/2018 8:50:14 AK Mmon, Xerox 6604 PS.pc3 —! _L 2 SIM 1 8 Se is=1 ice= Wiwi y +� r I I I 2 3 2 I ASa ASa ASa Sb `t•�����tltll�t•t•!•�t•t•l�l�l�t•l��t•tl�t•��t•l��l��t•����t•�� i rtN��w M ! rt� i.w� i �,,f�iw ) ) i i w w w way � � < a wiwiwiw ara a r1r W W �'a11E11=Y ,ir ar' • ara .,,,* # a Miwa0l�ri 'r1�u✓ i�i'YF�rar ww wwi Iwrli))M Wjaltwi iwaraWiWiwawa i Ziaris wiw wi 9riii1%R awirar M[YWiaWY�' ■ i w rt wN ra w w (( ( � �N(}(fN(ti Yi��if� r �l[•i�w�_w[} w w 1Mliw�{f1 ` M+irl�wlW1Yi1 (t(S{N��((y( Y+ti 11t rtwtli� 1 )H! w L- wIlr{rrilYiWiWtr� ■�Il !)�Y f f !1 ))is yw F f a■rao w 4ara✓ ri7�aWr N E•�[[[E M} Ra N t:[: w w w ww w www �Swwrt+e [K#(K NENNww(#(iNN[aa M "[lKrf�.. [ iS)!)�!w"!)i•�1 M +L )! !)rtil/'Y�i`✓�[[ifi(((� www Mw w+f w ww r. b # w;i�w( � Hi " " w ■ (� M,� «•�";y'}�+)�'))i°i) Mw wM w NMwMwrw#w w :: ")l3�ii)"�ii1 Y i".ii"ii w `71l�i�N �ir# i .�[ N t"cia w +.�E4'�4 rrra ,Q=1a N iw ■ w i Nwrr "5i. • YNi� l�iN N } }Yw}[[`t�[(I[ �I�H 1(N w.w�)li Y y��tw�� w w *�. r �w ►4iN��aai�lilfw -R,�` i�1I �_► a itY ��iN`N �YM"w (111(Illiii� �) y�� )"��)�1 ,[JK�[t�[�[ � � [�r( wrw [(�w �([�[u�Kwi..[ [i" a wrtw w rt� • R A A Ml A 11 "M�. ls[aiN 1f A I�i!"►s3���"1i"S a��.,- 3 SIM I I mr _gif Sb I I I I 3 ' � 2 ' Sc ' I � I ' I Sc I I I 3a I I I ASa O 2ND F:LooR - OVERALL FLOOR PLAN SCALE: 3/32" = V-011 WALL LEGEND 4"_.P TY.` DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Ada 0 II ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET Alb METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/A10 METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO. METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/452 ---� METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL 5/AIO C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS GeNWRAL lq0ms I. REFER TO ARCHITECTURAL SITE PLAN AND CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION 2. FILL CELLS OF CMU WALLS WITH TAYLOR FOAM AT ELEVATOR, AND MECHANICAL ROOM WALLS, TYPICAL. REVISIONS BY J i v \ N 00 CO m N N� o Q:TO E o \� ./ aui ai C N Q • U o N cO 3 ►—� o ti a� ►—�' E o - \ N N _ .-1 W x 41� 0 r • _ I IY �L' b. N O O Q a� y � C Vl � u_ CL -� N U; O U � Z O N U-) O M m E a)a��'E 2 U �0 : 4- O �S v - Lt_ -° 0 cW L N a Q Q O >. Q m a Z Q v J W L L_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A2a H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A2abcdef - 2nd Floor - FLPL.dwg, 2/9/2018 8:39:33 AM, Nimon, Xerox 6604 PS.pc3 I I I I I I I L 1 I I 0 2NO FLOOR - PARTIAL FLOOR PLAN SCALE: 3/16" = I'-0" WALL LEGEND 4°- TYP.` DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Aga 0 WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET A9c METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AID METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/A10 - - - - - METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/LS2 METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL B/Alta C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS KEYED NOTES Ol 5/8" GYPSUM WALL BOARD ON 1" x 3" P.T. FURRING STRIPS ON CONCRETE BLOCK WALL SYSTEM OSTRUCTURAL STEEL COLUMN - SEE STRUCTURAL DRAWINGS. O3 6" METAL STUD EXTERIOR FRAMED WALL SYSTEM WITH SMOOTH SAND FLOAT FINISH STUCCO. SEE WALL SECTIONS AND STRUCTURAL DRAWINGS. SEE DETAILS ON SHEET Aim. 4O RECESSED PEDIMAT - SEE FINISH SCHEDULE, OROOF DRAIN LEADER - SEE ROOF PLAN OOVERFLOW ROOF DRAIN LEADER - SEE ROOF PLAN OALUMINUM DOWNSPOUT - SEE ROOF PLAN, PROVIDE SPLASH BLOCK AS REQUIRED. OLINE OF KNEE WALL BELOW, OWOOD VENEER BOX AND WALL FINISH AROUND CHECK -IN WINDOW - SEE MILLWORK DRAWING PACKAGE. 10 SCALE - PROVIDED BY OWNER II BOX -OUT WITH 5/8" G.W.B. OVER METAL STUD FRAMING AS REQUIRED. KEEP SIZE TO A MINIMUM - SEE DIMENSIONED FLOOR PLAN. 12 FLAT PANEL T.V. BY OWNER - VERIFY EXACT HEIGHT AND LOCATION. PROVIDE WALL BLOCKING AS REQUIRED. 13 5/8" GWB OVER I" x 3" FURRING OVER I" RIGID INSULATION ON CMU WALLS FROM SLAB TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE. 14 LOW WALL WITH WOOD CAP - SEE DETAIL B/Alm. 15 WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS. 16 42" HIGH COUNTER/CABINETS - SEE INTERIOR ELEVATIONS. 11 36" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS IS 30" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS 19 2'-10" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS. 20 DISHWASHER - PROVIDED BY OWNER, INSTALLED BY G.C. 21 STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS. 22 SERIES "SGD-2500 DRY -GLAZED" ALUMINUM HORIZONTAL SLIDING WINDOW - N.1, - SEE INTERIOR ELEVATIONS. 23 REFRIGERATOR - PROVIDED BY OWNER 24 UNDER COUNTER REFRIGERATOR - PROVIDED BY OWNER 25 COPIER - PROVIDED BY OWNER 26 FIRE EXTINGUISHER CABINET - SEE DETAIL 2/1_62 AND 3/LS2. 27 WALL MOUNTED FIRE EXTINGUISHER. 28 FIXED SHELVING - SEE CABINET DETAILS 29 ALIGN PARTITION WALL WITH WINDOW JAMB. 30 MOP SINK WITH WATER HEATER ABOVE ON SHELF - SEE PLUMBING DRAWINGS. PROVIDE FRP, 4'-0" HIGH, ABOVE MOP SINK. 31 EXAM ROOM PRIVACY CURTAIN AND RAIL SYSTEM - SEE FINISH SCHEDULE. 32 PROVIDE AUTO CLOSER ON DOOR. 33 ONE HOUR RATED PARTITION - SEE DETAIL 4/LS2. 34 RECESSED SPECIMEN PASS-THRU CABINET - SEE DETAIL 1/Alj. 35 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 36 5/8" GYPSUM WALL BOARD ON 3-5/8" METAL STUD ON CONCRETE BLOCK WALL SYSTEM WITH R-11 INSULATION. 31 8" CONCRETE BLOCK WALL SYSTEM - SEE STRUCTURAL DRAWINGS. PROVIDE PARGE COAT STUCCO. 38 PLASTIC LAMINATE BENCH - SEE INTERIOR ELEVATIONS. 39 EQUIPMENT BY OWNER. 40 30" x 48" CLEAR FLOOR SPACE INDICATED AS "AREA OF RESCUE ASSISTANCE". 41 AREA OF RESCUE ASSISTANCE SIGN AND TWO-WAY EMERGENCY COMMUNICATION SYSTEM, INSTRUCTIONS FOR SUMMONING ASSISTANCE VIA T TWO-WAY COMMUNICATION SYSTEM AND WRITTEN IDENTIFICATION OF THE LOCATION SHALL BE POSTED ADJACENT TO THE TWO-WAY COMMUNICATION SYSTEM. SIGNAGE SHALL COMPLY WITH THE ICC A 111.1 REQUIREMENTS FOR VISUAL CHARACTERS. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 42 ROOF ACCESS LADDER WITH HATCH ABOVE - SEE ROOF PLAN. VENDING MACHINE - VERIFY TYPE WITH OWNER. GENERAL. NOTES I. SEE DETAIL A/Alj FOR DOOR MANEUVERINGS DETAIL. 2. PREPARE CONCRETE SLAB AS REQUIRED TO RECEIVE NEW FINISHES. 3. SEE DOOR AND WINDOW SCHEDULE AND DETAILS FOR ALL DOORS AND WINDOWS INFORMATION. 4. SEE ID SHEETS FOR ALL FINISH SCHEDULES. 5. ALL GYPSUM WALL BOARD TO HAVE LEVEL (4) FINISH. LEVEL (5) FINISH IN PHARMACY, ROOM NO. 2031., 6. PROVIDE 5/8" GYPSUM WALL BOARD ON I" x 3" FURRING STRIPS OVER 1" RIGID INSULATION ON INSIDE OF ALL EXTERIOR CMU WALLS. INSULATION AND GYPSUM WALLBOARD TO EXTEND FROM FLOOR TO FLOOR OR ROOF DECK ABOVE. 1. COORDINATE LOCATION OF PLUMBING STACKS WITH FLOOR PLAN LAYOUT. NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY. LdOPO—Y PLAN REVISIONS BY 00 �• ► U CD C) 61 M N U L LL o r- E U ro �` U C\1 a u 0 U LC)N �I L u-i ID Q E ► —• ` u N Cl) h^ S u a �, F 77 . .. O'. '} \ co LL r �r Y 1 Q N c o 0 f C k ro r Cf) U O U Z Q) O O J N LO .� C M O M m J E >. Q (N .O 0 O LL_ - W -° 0 ° ° N -C° CL Q O p m t (D a N z O C) ;_ LL_ Ld Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A2b H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A2abcdef - 2nd Floor - FLPL.dwg, 2/9/2018 8:39:23 AK Simon, Xerox 6604 PS.pc3 0 2ND FLOOR - PARTIAL FLOOR PLAN SCALE: 3/16" = 1'-0" WALL LEGEND 4° T`r'P.' DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Aga 0 ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET 49c METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/A10 METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/LS2 ----� METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL 5/AI0 1T C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS KEYED NOTES 0 5/8" GYPSUM WALL BOARD ON I" x 3" P.T. FURRING STRIPS ON CONCRETE BLOCK WALL SYSTEM O0 STRUCTURAL STEEL COLUMN - SEE STRUCTURAL DRAWINGS. 0 6" METAL STUD EXTERIOR FRAMED WALL SYSTEM WITH SMOOTH SAND FLOAT FINISH STUCCO. SEE WALL SECTIONS AND STRUCTURAL DRAWINGS. SEE DETAILS ON SHEET A10. ORECESSED PEDIMAT - SEE FINISH SCHEDULE. OROOF DRAIN LEADER - SEE ROOF PLAN OOVERFLOW ROOF DRAIN LEADER - SEE ROOF PLAN OALUMINUM DOWNSPOUT - SEE ROOF PLAN. PROVIDE SPLASH BLOCK AS REQUIRED. OLINE OF KNEE WALL BELOW, OWOOD VENEER BOX AND WALL FINISH AROUND CHECK -IN WINDOW - SEE MILLWORK DRAWING PACKAGE. I;D SCALE - PROVIDED BY OWNER II BOX -OUT WITH 5/8" G.W.B. OVER METAL STUD FRAMING AS REQUIRED. KEEP SIZE TO A MINIMUM - SEE DIMENSIONED FLOOR PLAN. 12 FLAT PANEL T.V. BY OWNER - VERIFY EXACT HEIGHT AND LOCATION. PROVIDE WALL BLOCKING AS REQUIRED, 13 5/6" GWB OVER I" x 3" FURRING OVER I" RIGID INSULATION ON CMU WALLS FROM SLAB TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE. 14 LOW WALL WITH WOOD CAP - SEE DETAIL 5/A10. IS WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS. 16 42" HIGH COUNTER/CABINETS - SEE INTERIOR ELEVATIONS, Il 36" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS IS 30" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS 19 2'-10" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS. 20 DISHWASHER - PROVIDED BY OWNER, INSTALLED BY G.G. 21 STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS. 22 SERIES "SGD-2500 DRY -GLAZED" ALUMINUM HORIZONTAL SLIDING WINDOW - N.I. - SEE INTERIOR ELEVATIONS. 23 REFRIGERATOR - PROVIDED BY OWNER 24 UNDER COUNTER REFRIGERATOR - PROVIDED BY OWNER 25 COPIER - PROVIDED BY OWNER 26 FIRE EXTINGUISHER CABINET - SEE DETAIL 2/1_62 AND 3/1-62. 21 WALL MOUNTED FIRE: EXTINGUISHER. 28 FIXED SHELVING - SEE CABINET DETAILS 29 ALIGN PARTITION WALL WITH WINDOW JAMB. 30 MOP SINK WITH WATER HEATER ABOVE ON SHELF - SEE PLUMBING DRAWINGS. PROVIDE FRP, 4'-0" HIGH, ABOVE MOP SINK, 31 EXAM ROOM PRIVACY CURTAIN AND RAIL SYSTEM - SEE FINISH SCHEDULE. 32 PROVIDE AUTO CLOSER ON DOOR. 33 ONE HOUR RATED PARTITION - SEE DETAIL 4/L52. 34 RECESSED SPECIMEN PASS-THRU CABINET - SEE DETAIL 1/Alj. 35 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 36 5/6" GYPSUM WALL BOARD ON 3-5/8" METAL STUD ON CONCRETE BLOCK WALL SYSTEM WITH R-11 INSULATION. 31 8" CONCRETE BLOCK WALL SYSTEM - SEE STRUCTURAL DRAWINGS. PROVIDE PARGE COAT STUCCO. 38 PLASTIC LAMINATE BENCH - SEE INTERIOR ELEVATIONS. (311EQUIPMENT BY OWNER. 40> 30" x 48" CLEAR FLOOR SPACE INDICATED AS "AREA OF RESCUE ASSISTANCE". 41 AREA OF RESCUE ASSISTANCE SIGN AND TWO-WAY EMERGENCY COMMUNICATION SYSTEM, INSTRUCTIONS FOR SUMMONING ASSISTANCE VIA T TWO-WAY COMMUNICATION SYSTEM AND WRITTEN IDENTIFICATION OF THE LOCATION SHALL BE POSTED ADJACENT TO THE TWO-WAY COMMUNICATION SYSTEM. SIGNAGE SHALL COMPLY WITH THE ICC A 111.1 REQUIREMENTS FOR VISUAL CHARACTERS. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 42 ROOF ACCESS LADDER WITH HATCH ABOVE - SEE ROOF PLAN. 43 VENDING MACHINE - VERIFY TYPE WITH OWNER. GENE iZ4L NOTES I. SEE DETAIL A/AIj FOR DOOR MANEUVERINGS DETAIL. 2. PREPARE CONCRETE SLAB AS REQUIRED TO RECEIVE NEW FINISHES. 3. SEE DOOR AND WINDOW SCHEDULE AND DETAILS FOR ALL DOORS AND WINDOWS INFORMATION. 4. SEE ID SHEETS FOR ALL FINISH SCHEDULES. 5. ALL GYPSUM WALL BOARD TO HAVE LEVEL (4) FINISH. LEVEL (5) FINISH IN PHARMACY, ROOM NO. 203% 6. PROVIDE 5/8" GYPSUM WALL BOARD ON I" x 3" FURRING STRIPS OVER I" RIGID INSULATION ON INSIDE OF ALL EXTERIOR CMU WALLS. INSULATION AND GYPSUM WALLBOARD TO EXTEND FROM FLOOR TO FLOOR OR ROOF DECK ABOVE. 1. COORDINATE LOCATION OF PLUMBING STACKS WITH FLOOR PLAN LAYOUT. NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY. KEY PLAN REVISIONS BY r•/ J In 00 CO C`n N — o r y N O Y ti rn � [ _ / CL Np C . U c> U N - Ln it Q E Q rn 0 o ~ Y T 3 �—� N 0 / aj � c v ti 0. co M d. pax 0_E±= k90 _ W t3c�E-r- Z,_ ^i> w- a0— + 0;0 )��_ Q • cCy 61 'No, •. Q LL �' r :0 0- 1 ;`,`G' ,4 lea:1 0 c J Q. -3 U Z O v� O O N Ln ' � M O M m J E �. Q " U � •O 4 Lj O M L_. _ W O U vj (n V) < O m -C a N O:f N z 0 0 v J ;i L._ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A2c WProjects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A2abcdef - 2nd Floor- FLPL.dwg, 2/9/2018 8:39:13 AM, JSimon, Xerox 6604 PS.pc3 lain. all c a 6 O2ND FLOOR DIMENSION PLAN SCALE: 3/32" = 1'-0" WALL LEGEND 4'' TYP DOOR SYSTEM -REFER TO DOOR SCHEDULE -SHEET Aga 0 ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET A9c METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/Alm METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/Alm - - - - - - METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/L62 METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL B/Alfa C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS DIMENSION PLAN NOTES I. THIS PLAN 15 FOR DIMENSIONAL PURPOSES ONLY 2, FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR io" WIDE U.N,O. - BLOCK WALL5 ARE DRAWN AT 8" WIDE U.N.O. 3. S" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. REVISIONS BY J i 00 CO CM � v -ITN o a ti ./ N O C U L In Q��0 o 3 N � c N V) E- E, O z�Ua V[�) �UZ W _ U . x �a a E) Gaaa�' o®ter: fs. x �ZE,o o CQ:Z - Od Li W N O O O ® fi of O z N _ n V L Q� U � Z O p, J r N � M O M m J E >. a) Q (n o v o LL_ — LLi L_ O p cc v C U U L > — 0 p N -C v Q O >� p m of N z 0 C3 v J w LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A2d H:\Projects\Projects 2015\l 5025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectura]\A2abcdef - 2nd Floor- FLPL.dwg, 2/9/2018 8:39:03 AM, JSimon, Xerox 6604 PS.pc3 R ►.emu / °I 77 =v v O 4'-0" L 25'-8" 4'-0" l 4 0" WALL LEGEND F}fn TYP. � DOOR SYSTEM -REFER TO DOOR SCHEDULE - SHEET Aga �b a' i WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET 49c 7' METAL STUD PARTITION - REFER TO TYPICAL NON -RATED I I I I ;T WALL PARTITION DETAIL A/AI0 " METAL STUD SOUND INSULATED PARTITION - REFER TO 4'-0" I — 0 TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO ---T-------, T— METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL j FIRE RATED WALL PARTITION DETAIL 4/LS2 METAL STUD LOW WALL PARTITION -REFER TO TYPICAL LOW WALL PARTITION DETAIL 5/AI0 777777= C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS O2ND FLOOR - PARTIAL DIMENSIONED FLOOR PLAN SCALE: 3/16" = I'-0" DIMENSION PLAN NOTES 1. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR (o" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE U.N.O. 3. 8" BLOCK WALLS AND rc" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK 15 IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. KEY PLAN REVISIONS BY fi u 00 U CO M v Cn N t.0 L Lr, 88 U N d Z 'n a it ¢ E °O 3 Cn i—� E o G N m u co f ' C7 cp c � ro C U U_ Q� Cn U � Z v0 v, c J N .� � M 0 M -m -J- U .0 0 O L_ - W 0 v U v v, N a� 's � a� Q - 0 >1 m a Z Q v J w Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A2e H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A2abcdef - 2nd Floor- FLPL.dwg, 2/9/2018 8:38:53 AM, JSimon, Xerox 6604 PS.pc3 4'-0" 25'-8" 25' - 8" 0 2ND FLOOR - PARTIAL DIMENSIONED FLOOR PLAN SCALE: 3/16" = 1'-0" WALL LEGEND 41. TYP.` DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Aga 0 ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET Aec METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/Alva METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/410 - - - - - - METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/L82 METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOUD WALL PARTITION DETAIL 5/AI0 C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS DIMENSION PLAN NOTE I. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR (o" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE U.N.O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. KEY PLAN REVISIONS BY r—, 00 Cn CON L.T v o \� ./ C cz Y N d p U CO V N N C ' in y L rn 00 o L " 3ti 3 �—' oxti . 64 N M W a J � CD O _ �Y Cr t _V LL i O w ¢� y Q� 0 Z 0 rn U m O M m J O Q (N -Op C 0 U � C) O L� _ W L. 0 U U Oj N to -C C; Q O 0 m a N N z 0 C J ICJ LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A2f H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architecmral\A2abcdef - 2nd Floor - FLPL.dwg, 2/9/2018 8:38:45 AK Aimon, Xerox 6604 PS.pc3 KEYED NOTES 4" CLEAR F1 LAVATORY IN APRON TYPE VANITY - SEE DETAIL 5/Alj. 2 2 WALL HUNG LAVATORY - SEE PLUMBING DRAWINGS �3 H.C. WATER CLOSET - SEE PLUMBING DRAWINGS STANDARD WATER CLOSET - SEE PLUMBING DRAWINGS 20 20 EDURINAL - SEE PLUMBING DRAWINGS II 14 II 36" GRAB BAR El 2 El 42" GRAB BAR l 15 3 l 6 3 15 II El COUNTER MOUNTED SOAP DISPENSER - SELECTED AND INSTALLED 3 1 l A2 j A2 j BY OWNER 9 3/A2g 4 3 ;- - --- --- -- -- -� 3 9 ---� �9 WALL MOUNTED SOAP DISPENSER -SELECTED AND INSTALLED BY OWNER 13 ICI 19 20 18 I I I I I I I I � 13 � I I 10 SEMI -RECESSED PAPER TOWEL DISPENSER - SELECTED AND INSTALLED BY OWNER ------------`�-----J L---- --- 16 �1 �_1 16 11 FA MOUNTED PER TOWEL DISPENSER - SELECTED AND 13 NB LED OWNER 12 SEMI -RECESSED TOILET TISSUE DISPENSER - SELECTED AND INSTALLED BY OWNER - 4 5 13 SURFACE MOUNTED TOILET TISSUE DISPENSER - SELECTED AND 'n U 13 A2J A2j INSTALLED BY OWNER (61 n 14 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 6'-8" A.F.F. - Q, MATCH WIDTH OF VANITY Z p INTERIOR `' A t /y�' ELEVATION !�'�! 1 ION 3 O /� t /�y�� INTERIOR ELEVATION VA 1 ION 11 20 _ _ _; 15 WALL MOUNTED CHANNEL FRAMED MIRROR I I ° I 1'/ � ig SCALE: 3/8" = 1'-0" R`1 2043 SCALE: 3/8" = 1'-0" RM 2043 16 PIPE INSULATION KIT ° `� a �� 3l I� 60" DIAMETER TURD! AROUND I �' 2043 14 11 IS 30" x 48" CLEAR FLOOR SPACE 30 i 19 6O" x 60" CLEAR FLOOR SPACE I I a 5/A2g / 20 TOILET PARTITION -SEE FINISH SCHEDULE \/ 21 RECESSED FEMININE NAPKIN DISPENSER 22 SURFACE MOUNTED FEMININE NAPKIN DISPENSER 11 20 ` 23 ELECTRIC HAND DRYER. i 24 PLASTIC LAMINATE 12" WIDE COUNTERTOP. SHOWER STALL o I 1 9/A2g `\ 31 9 11 1 26 MOP SINK/ FLOOR SINK 27 WATER HEATER 0 $ 17 i 28 TOWEL BAR O 30 29 TRASH RECEPTACLE 14 Np► ` A Q 2 30 6" 0 HOLE WITH TRIM RING 31 HANDICAP SIGNAGE - DETAIL 2/Alj. 0 1 MEWS ,, 32 RECESSED DISPENSER TOILET-5EAT-COVER II RESTRDOM Q� 33 RECESSED FACIAL TISSUE DISPENSER. 2042 34 STANDARD ELECTRIC WATER COOLER _ in Q V 20 35 H.C. ELECTRIC WATER COOLER ---------1 5 35 36 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL 3/A1J. 3"f SPECIMEN PASS-THRY CABINET - SEE DETAIL -I/AIJ. O INTERIOR ELEVATION j O INTERIOR ELEVATION SCALE: 3/8" = i'-0" RM 2043 SCALE: 3/8" = 1'-0" RM 2043 PLUMBING CHASE WALL TOILET ACCESSORIES 13 i Il i 'I/A2g \ \/ 2 9 34 ACCESSOW SMCF-ICATION it 3 15 R ILEt TISSUE DISPENSE BOBRICK 5-661 20 SURFACE MOUNTED TOILET TISSUE DISPENSER BOBRICK 8-685 O 9 15 15 9 2 36 SEMI -RECESSED PAPER BOBRIGK 8-359 ---------- 9 -6 11 3 6 A2 j TOWEL DISPENSER 41 CLEAR SURFACE MOUNTED PAPER TOWEL DISPENSER BOBRICK B-262 3 36" GRAB BAR BOBRICK 8-6806 X 36 SATIN FINISH WITH SNAP FLANGE - 2 �`I l 16 13 16 42" GRAB BAR BOBRICK 8-6806 X 42 SATIN FINISH WITH SNAP FLANGE WALL MOUNTED SOAP DISPENSER BOBRICK B-155 5 A2 J COUNTER MOUNTED SOAP DISPENSER BOBRICK 8-8221 O2N0 FLOOR ' ENL IR3ED TOILET PLAN O INTERIOR ELEVATION O INTERIOR ELEVATION ION WALL MOUNTED MIRROR BOBRICK B-165 1830 SCALE: 3/8" 1'-0" SCALE: 3/8" I'-0" RM 2042 SCALE: 3/8" = 1'-0" RM 2042 SURFACE MOUNTED TOUCH BUTTON HAND DRYER BOBRICK 8-7811 "900 RECESSED FEMININE NAPKIN DISPENSER BOBRICK 8-353 SURFACE MOUNTED FEMININE NAPKIN DISPENSER BOBRICK 5-210 31 31 20 20 11 14 11 RECESSED DISPENSER TOILET -SEAT -COVER BOBRICK 5-3013 RECESSED FACIAL TISSUE DISPENSER BOBRICK 8-355 36 5 3 36 A2 j a a I I n 1 PASSSPECT RU ABINE7 BOBRICK B-505 6 ClER�4L NOTES 3 I I I I ---- I I I I 1. FOR TYPICAL H.G. SIGN MOUNTING DETAIL, SEE DETAIL 2/AIJ. 13 2, FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL 3/Alj. 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL 34 35 4/AIJ• A2j 4, FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 5. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS REFERENCED IN THIS PROJECT ,m INTERIOR ELEVATION O INTERIOR ELEVATION O INTERIOR ELEVATION SCALE: 3/8" = i'-0" SCALE: 3/8" = I'-0" RM 2042 SCALE: 3/8" = I'-0" RM 2042 REVISIONS BY i i u 4 00 to I� 0-0 o E r a o O ti \� N m Y m U. p ❑ . V I—� 0 U N � d E Q � o N N u � W a .. Q' 1 �s CO _Lr L) °SOD itit "�" 00 9 N o �- O C' k in y U U O 7 U � Z O J N U-) .:3 � M O M m J E Q i7i -p C U - U :3 •0 0 O LL- _ W O v c U L C3 Vj U v a� -C � 0 Q m -C a Z QLL- v J w Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A2g H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A2ghij - 2nd Floor - TOILET.dwg, 2/9/2018 8:38:33 AK BMW, Xemx 6604 PS.pc3 KEYED NOTES 6" 5'-11" o ILI CLEAR CLEAR 0 LAVATORY IN APRON TYPE VANITY - SEE DETAIL 5/A1j. 31 31 �2 WALL HUNG LAVATORY - SEE PLUMBING DRAWINGS a3 H.G. WATER CLOSET SEE PLUMBINGDRAWINGS F STANDARD WATER CLOSET - SEE PLUMBING DRAWINGS 18 9 i i 9 IS i 14 E5 URINAL - SEE PLUMBING DRAWINGS 36" GRAB BAR 14 42" GRAB BAR r 1, � � \ r ' TOILET- � \ -q 2039 it II 2040 IS a 11 IS /\ 9 3 6 1 A2j l l 3 A2j �8 COUNTER MOUNTED SOAP DISPENSER -SELECTED AND INSTALLED WN BY OER c0 �� i t J 19 2/A2h ,' 2/A2h Ig s / ' 1 s _ ._ __...__ _ _ 3 6 __ __ __ _ 3 ae WALL MOUNTED 50AP DISPENSER - SELECTED AND INSTALLED BY OWNER 17-4/A'2h \\ MIRR it q ---- 13 10 SEMI -RECESSED PAPER TOWEL DISPENSER - SELECTED AND \� 3 �� 3 INSTALLED BY OWNER SURFACE l 16 16 13 II MOUNTED PAPER TOWEL DISPENSER - SELECTED AND INSTALLED BY OWNER 13 13 12 SEMI -RECESSED TOILET TISSUE DISPENSER - SELECTED AND INSTALLED BY OWNER 5 13 5URFACE MOUNTED TOILET T155UE DISPENSER - SELECTED AND A2j INSTALLED BY OWNER 14 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 6'-8" A.F.F. - MATCH WIDTH OF VANITY ED WALL MOUNTED CHANNEL FRAMED MIRROR 0 2ND FLOOR — ENLARGED TOILET PLAN O INTERIOR ELEVATION O INTERIOR ELEVATION O INTERIOR ELEVATION SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" RM 2039 SCALE: 3/8" = V-0" RM 2039 SCALE: 3/8" = 1'-0" RM 2039 16 PIPE INSULATION KIT Il 60" DIAMETER TURN AROUND IS 30" x 48" CLEAR FLOOR SPACE 19 60" x 60" CLEAR FLOOR SPACE 20 TOILET PARTITION - SEE FINISH SCHEDULE 21 RECESSED FEMININE NAPKIN DISPENSER 22 SURFACE MOUNTED FEMININE NAPKIN DISPENSER 14 23 ELECTRIC HAND DRYER. \ 14 24 PLASTIC LAMINATE 12" WIDE COUNTERTOP. l -8 36 36 11 25 SHOWER STALL CLEAR 31 3 1 A2j g 6 3 A2 j I 9 26 MOP SINK/ FLOOR SINK. 2l WATER HEATER 6 , \\ 1 28 TOWEL BAR 113 �j IS 1 19 29 TRASH RECEPTACLE 30 6" m HOLE WITH TRIM RING --- ,6 16 31 HANDICAP SIGNAGE - DETAIL 2/Alj. t �`tOILET Q` 13 I 32 RECESSED DISPENSER TOILET -SEAT -COVER I I /0 2025 0 /3 33 RECESSED FACIAL TISSUE DISPENSER. 9� �� 14 l/A2h ' U \/ 5 A2j 34 STANDARD ELECTRIC WATER COOLER ly 35 N.C. ELECTRIC WATER COOLER I - --°-- ---- 36 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL 3/Alj. 3l SPECIMEN PASS-THRY CABINET - SEE DETAIL l/Alj. 6 INTERIOR ELEVATION O INTERIOR ELEVATION 8 O INTERIOR ELE1�,4tION SCALE: 3/6" I'-0" RM 2025 SCALE: 3/8" = 1'-0" RM 2025 SCALE: 3/6" = 1'-0" RM 2025 38 PLUMBING CHASE WALL I I ---�---- - TOILET ACCESSORIES ACCESSORY 8KCIFICATION , 9 J 1 14 IO/A2h`\ = OC li TOILET s ,3 w CV` J 2012 QI 13 r U 6� � SEMI -RECESSED TOILET TISSUE DISPENSER OBRIGK B- B661 \ I � 14 SURFACE MOUNTED TOILET TISSUE DISPENSER BOBRICK 8-685 IS 3 l A2j 6 9 6 3 A2j 1 l 9 SEMI -RECESSED PAPER TOWEL DISPENSER BOBRICK 5-35g 31 i SURFACE MOUNTED PAPER TOWEL DISPENSER BOBRICK 8-262 -8 3 3 C 36" GRAB BAR BOBRICK B-68c6 X 36 SATIN FINISH WITH SNAP FLANGE CLEAR 13 li _ 13 l_1 16 16 50BRICK B-6806 X 42 SATIN 42" GRAB BAR FINISH WITH SNAP FLANGE 5 WALL MOUNTED SOAP DISPENSER BOBRICK 5-155 A2 j COUNTER MOUNTED SOAP DISPENSER BOBRICK 8-8221 n /'� /� //��*�'� 2ND FLOOR - ENLt1 D TOILET PLJrN� O /� INTERIOR ELEVATION 10 /� `, /'�� INTERIOR ELEVATION ATION I) `, /'yam) INTERIOR ELEVATION ATION WALL MOUNTED MIRROR BOBRICK 8-165 1630 v SCALE: 3/5" = 1'-0" SCALE: 3/8" = 1'-0" RM 2012 SCALE: 3/8" = 1'-0" RM 2012 SCALE: 3/5" = I'-0" RM 2012 SURFACE MOUNTED TOUGH BUTTON HAND DRYER BOBRICK B-1all "900 - RECESSED FEMININE NAPKIN DISPENSER BOBRICK 8-353 13 `� I � SURFACE MOUNTED FEMININE NAPKIN DISPENSER BOBRICK B-210 13/A2h l -- 3 1l 6 TOILET DISPENSER O BOBRICK 8-3013 < a a � (TOILET � I 14 RECESSED FACIAL TISSUE B05RICK B-355 -' 20c9 ` � I 36 36 II \ DISPENSER >' IS----------- /------ U � \ 9 \ 15/A2h \`\ 18 / ' 11 \ , 3 l A2j 6 3 1 A2j 9 \ SPECIMEPASS N CABINET BOBRICK 8-505 CiE NOTES I `--- 3 - 3 t 1 / I I --- I I I 9 I YA 11 V 16 16 / I. FOR TYPICAL H.C. SIGN MOUNTING DETAIL, SEE DETAIL 2/AI j. 2. FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL 3/Alj. 31 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL 4/AI j. CLEAR 4" A2j 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 5, SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS REFERENCED IN THIS PROJECT 12 2ND FLOOR — ENLARGED TOILET PLAN 13 INTERIOR ELEVATION 14 INTERIOR ELEVATION ,5 INTERIOR ELEVATION SCALE: 3/8" = 1'-0" . SCALE: 3/8" = I'-0" RM 200E SCALE: 3/6" = I'-0" RM 2009 SCALE: 3/8" = I'-0" RM 2009 REVISIONS BY �i N 0 L � _ 00 r y ~ U ti \� U C\1 C ro a? c\1 c ° a O L CD N d it Q ~ E - Q rn - o ao 3a, t` N 3 c a ai � C Q N W D. n J per v. ;K -j y � C O U � Z 00 Ln lf) '� C tM O M m _J N Q N C, C O u U _ LIJ O p c p Vj U U L � a� 0 Q >1 m t a N N z Q a J w LL Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A2h H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architectural\A2ghij - 2nd Floor - TOILET.dwg, 2/9/2018 8:38:23 AM, JSimon, Xerox 6604 PS.pc3 I ► u I � --- I - -- I I KEYED ED NOTES OI LAVATORY IN APRON TYPE VANITY - SEE DETAIL 5/AIJ. WALL HUNG LAVATORY - SEE PLUMBING DRAWINGS N.C. WATER CLOSET - SEE PLUMBING DRAWINGS 4 1 STANDARD WATER CLOSET - SEE PLUMBING DRAWINGS 14 URINAL - SEE PLUMBING DRAWINGS 14 36" GRAB BAR 1'-8" 136 11 36 a 42" GRAB BAR CLEAR 9 6 3 A2J 9 I 3 A2J 1 6 E8 COUNTER MOUNTED SOAP DISPENSER - SELECTED AND INSTALLED BY OWNER - I I I i I 3�-� -- --- - - --- - -- 7— — — - — 3 E9 WALL MOUNTED 50AP DISPENSER - SELECTED AND INSTALLED BY OUJNER IS�'OILEI' ' 19 I I _ - - �--� 13 - -- ID SEMI -RECESSED PAPER TOWEL DISPENSER - SELECTED AND 2053 I IL i I I I I INSTALLED BY OWNER = w 11 1`IN, 16 ! 16 it SURFACE MOUNTED PAPER TOWEL DISPENSER - SELECTED AND 2-_-I_---� 1 13 I i 13 INSTALLED BY OWNER \N 1 3/A2I I 12 SEMI -RECESSED TOILET TISSUE DISPENSER - SELECTED AND INSTALLED BY OWNER 31 g I 14 3 i 5 13 SURFACE MOUNTED TOILET TISSUE DISPENSER.- SELECTED AND II i A2J INSTALLED BY OWNER 14 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 6'-8" A.F.F. - I MATCH WIDTH OF VANITY OINTERIOR ELEVATION O INTERIOR ELEVATION ATION 4 INTERIOR ELEVATION I 15 WALL MOUNTED CHANNEL FRAMED MIRROR 1 SCALE: 3/8" = 1'-0" RM 2053 SCALE: 3/8" = 1'-0,, RM 2053 SCALE: 3/8" = I'-O" RM 2053 16 PIPE INSULATION KIT I I 1 1"1 60" DIAMETER TURN AROUND � I IS 30" x 48" CLEAR FLOOR SPACE , ,' 1i I 19 60" x 60" CLEAR FLOOR SPACE ❑ 9/ 1 II 14 3 i \ TOILET ' I Q w - 20 TOILET PARTITION SEE FINISH SCHEDULE ' w �0 -1 � 13 •II — I 112064 Q u 21 RECESSED FEMININE NAPKIN DISPENSER E MINE � II � ` \ / I 17 14 22 SURFACE MOUNTED FEMININE NAPKIN DISPENSER -�--� --- --J -- ------------ io � � 1 23 ELECTRIC HAND DRYER. IS 6/A1L- 19 14 24 PLASTIC LAMINATE 12" WIDE COUNTERTOP. j I Egg 3i 7 9 I 36 6 7 11 3 A2J \• 9 1 36 6 3._211 31 g A2J 25 SHOWER STALL 26 MOP SINK/ FLOOR SINK. WATER HEATER 3 3 — D— - - — � 28 TOWEL BAR 13 = 2g TRASH RECEPTACLE CLEAR __ 16 I I 1_1 16 � 30 to" m HOLE WITH TRIM RING 13 31 HANDICAP SIGNAGE - DETAIL 2/AIJ. 32 RECESSED DISPENSER TOILET -SEAT -COVER 33 RECESSED FACIAL TISSUE DISPENSER. 5 A2J 34 STANDARD ELECTRIC WATER COOLER 35 H.C. ELECTRIC WATER COOLER 36 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL 3/A1J. 3l SPECIMEN PASS-THRY CABINET - SEE DETAIL l/A1J. O 2ND FLOOR - ENLARGED TOILET PLAN O J� /�' INTERIOR ELEVATION O /� /'y�I INTERIOR ELEVATION � O p /�� /� /�' INTERIOR ELEVATION SCALE: 3/5" 1'-0" SCALE: 3/8" = I' -Of' RM 2064 SCALE: 3/8" = 1'-0" RM 2064 SCALE: 3/8" = I'-0" RM 2064 38 PLUMBING CHASE WALL TOILET ,ACCESSORIES 31 ACCESSORY SPECIFICATION F_ - s1 � IS S SEMI -RECESSED TOILET TISSUE DISPENSER BOBRICK B-661 9/A2 f 14 � 14 SURFACE MOUNTED TOILET TISSUE DISPENSER BOBRICK 5-685 11 L----- --1 -- TOILET 11 9 11 36 36 SEMI -RECESSED PAPER BOBRIGK - 3 6 , 3 TOWEL DISPENSER 8-359 I 206r,@ W J A2 J 1 W 11/,421 Il f (0 `—, 3 3 SURFACE MOUNTED PAPER TOWEL DISPENSER B BR G B- 6 3 I I I 13 36" GRAB BAR BOBRICK 5-6806 X 36 SATIN FINISH WITH SNAP FLANGE 42 GRAB BAR BOBRICK 8-6806 X 42 SATIN FINISH WITH SNAP FLANGE 13 ti 16 16 13 I WALL MOUNTED SOAP BOBRICK B-155 5 DISPENSER CLEAR COUNTER MOUNTED SOAP DISPENSER BOBRICK B-8221 O2ND FLOOR - ENL�►iGE1� TOILET f'L,4N O INTERIOR ELEVATION Im INTERIOR ELEVATION II IN /� ELEVATION WALL MOUNTED MIRROR BOBRICK 8-165 1830 SCALE: 3/6" I'-O" SCALE: 3/5" = I'-O" RM 2066 SCALE: 3/6" 1'-0" RM 2066 SCALE: 3/5" = I'-O" RM 2066 SURFACE MOUNTED TOUCH BUTTON HAND DRYER BOBRICK 8-1511 900 RECESSED FEMININE NAPKIN DISPENSER BOBRICK B-353 SURF CE MOUNTED FEMININE NAPKIN DISPENSER BOBRICK B-2'10 14 RECESSED DISPENSER BOBRICK 8-3013 ' TOILET -SEAT -COVER -1 F- —J-----------�----- - 3� TOILET 11 \ 20g4 l 14 \ \ RECESSED FACIAL TISSUE DISPENSER BOBRICK 8-355 Q 141A21 Q �I3 I I to �� "-� Q w 36 36 9 31 14 3 i \0 u 3 A2J 6 3 A2J I 3l \ PASS THRU SPECIMEN CABINET BOBRICK 8-505 F1 vo� - 3 _ 3 - - 1 GENERAL NOTES I 6 I I 6n F-AI _ I �-� 16 `� 16 � I. FOR TYPICAL H.C. SIGN MOUNTING DETAIL, SEE DETAIL 2/AIJ. r 13 2, FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL 3/Alj. 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL 4/AIJ, CLEAR A2J 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 5. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS REFERENCED IN TH15 PROJECT I2 2ND FLOOR - ENLARGED TOILET PLAN 13 INTERIOR ELEVATION INTERIOR ELEVATION >J5 INTERIOR ELEVATION SCALE: 3/8" = I'-0" SCALE: 3/6" = 1'-0" RM 20S4 SCALE: 3/8" = 1'-0" RM 20S4 SCALE: 3/8" = I'-0" RM 20134 REVISIONS BY u U CO co y CO N —3 Zo 6 y C, rn c CL U N • to `v Q rn r o 3 ti 3 1�� C N • `o N a p Sias• Fc�� �; . 00 c � c a� y c CL -� O f O Z O X cV � U m lf') .0 `` M O M m _J E N Q (N +E 0 U :3�f•0v O 0 LL. _ W O U � 0 Q O >. m -C Q Z Q v Li - W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A 2 1 H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architectural\A2ghij - 2nd Floor - TOILET.dwg, 2/9/2018 8:38:13 AM,1Simon, Xerox 6604 PS.pc3 Y Q IJ A J CLEAR 101 2ND FLOOR ENLARGED TOILET PLAN 1 SCALE: 3/5" = I'-0" • RM 2018 4" BACKSPLASH WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE 3/4" PLYWOOD WITH PLASTIC LAMINATE 2'-0" SURFACE - SEE FINISH SCHEDULE SURFACE MOUNT LAVATORY - SEE I PLUMBING ---- ------------------- C I I I I I 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC - - --- LAMINATE SURFACE 3" I --- SEE FINISH SCHEDULE _ iv N INSULATION KIT 101 VANITY SINK DETAIL SCALE: 3/8" - I'-0" 101 INTERIOR ELEVATION 1 SCALE: 3/8" = I'-0" RM 20718 H 12" x 12" S.S. PASS T SPECIMEN CABINET "BOBRICK 8-505" 3 5/8" i" FRAM INC 1/2 " G.W.E FINISH FLOOR in NOTE: ALL SIGNAGE TO CONFORM TO ADAAG, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR, CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. MOUNT ON LATCH SIDE OF DOOR ON NEAREST ADJACENT SURFACE I ® I MEN WOMEN OR I 1 I 1 I Q i I W.C.SIGN MOUNTING DETAIL 101 1 1/4" x 2" LAG BOLTS SOLID BLOC BETWEEN ME STUDS AS R 11/2" �I 1/2' D'� I A. AS PER WALL TYPE COVER PLATE ESCUTCHEON 1 1/2" DIAMETER S.S. GRAB BAR NOTE: ALL GRAB BARS INCLUDING THOSE MOUNTED AT TUBS, SHOWERS, AND TOILETS AND TOILET MOUNTED GRAB BARS SHALL BE DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 POUNDS APPLIED AT ANY POINT DOWNWARD OR HORIZONTALLY AS REQUIRED BY THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. (PROVIDE SUFFICIENT BLOCKING BEHIND EACH GRAB BAR INSTALLATION) 101 CxRA� 18AR ANCI-IORII DETAIL 1 101 PASS - TNi;U SPECIMEN CA5 INET DETAIL 1 181 INTERIOR ELEVATION 1 SCALE: 3/8" = 1'-0" RM 20-18 2'-0" UNDERMOUNT SINK SEE PLUMBING SOLID SURFACE VANITY DRAWINGS HIGHEST OPERABLE EDGE OF WALL PART OF ACCESSORY TRASH -- 0 RECEPTACLE HIGH -------� LOW a tt Q O 11 X z �i i �nTz � F r 0- m O LL 15" N M 0- r N FINISH NFLOOR CLR. MIN. WALL HUNG SINK ELECTRICAL WATER COOLER PAPER TOWEL DISPENSER PULL SIDE ez ' MANEUVERING CLEARANCE PUSH SIDE NOTE: X = 12" MIN. IF THE DOOR HAS BOTH A CLOSER AND A LATCH FRONT APPROACH I T NOTE: X = 36" MIN. IF YI = 60" X = 42" MIN. IF YI = 54" PULL SIDE 1 MANEUVERING CLEARANCE ' : All :4 '.- PUSH SIDE NOTE: Y2 = 42" MIN.: Y2 = 46" MIN. IF THE DOOR HAS BOTH A CLOSER AND A LATCH HINGE SIDE APPROACH NOTE: YI = 48" MIN. YI = 54" MIN. IF THE DOOR HAS A CLOSER PULL SIDE MANEUVERING CLEARANCE PUSH SIDE NOTE: Y2 = 42" MIN. Y2 = 48" MIN, IF THE DOOR HAS A CLOSER LATCH SIDE APPROACH PULL SIDE MANEUVERING MANEUVERING PUSH SIDE CLEARANCE CLEARANCE r 00 MIN. A X X PUSH SIDE • X = DEPTH PULL SIDE OF RECESSED WALL MANEUVERING PUSH SIDE CLEARANCE - " 1 12„ A ;•I F PULL SIDE NOTE: DOOR PROVIDED WITH BOTH CLOSER AND LATCH CLEARANCES AT RECESSED DOORS MANEUVERING r -- MANEUVERING CLEARANCE l CLEARANCE Q SIDE APPROACH FRONT APPROACH CLEARANCES WITHMT DOORS CIA15" CLEAR MIN r N 0 FINfSI-I _ i m � FLOOR --- 11/2" COUNTER MOUNTED SINK N.G. URINAL --- I - 6 C)4011 EDGE OF WALL - `I 'I EDGE OF WALL 3/4'' PLYWOOD SUPPOR 12" 42" iA 6" 36" 14 LEG WITH PLASTIC _Ild - - -_- LAMINATE SURFACE - Q ;, 12" 24" 3 SEE FINISH SCHEDULE = O z v I:QI C N GRAB BARS--- - - -- - - -- - GRAB BARS (00,(3- - O 9 _ -; MIN3 Q -- -- N DISPENSER INSULATION KIT ♦ f I LOCATION MIN. '� MIN. -- P 3 8 FINISH p o� FINISH p 16 r = '�* Ln FLOOR N.C. W. - 0--e FLOOR B C FINISH FLOOR H.C. WATER CLOSET N.G. WATER CLOSET DOORS IN A SERIES NOTE: 1. TYPICAL MOUNTING HEIGHTS UNLESS OTHERWISE NOTED 2. THE FLUSH VALVE MUST BE LOCATED ON THE APPROACH SIDE OF ANY ACCESSIBLE WATER CLOSET „ INTERIOR ELEVATION O VANITY SINK DETAIL � TYPICAL MoUNTINCx HEIGHTS DOOR MANEUVERIWv CLEARANCES SCALE: 3/8 = 1'-0 RI`1 2018 SCALE: 3/8 = 1'-0' SCALE: 1/2" = 1'-0" O SCALE: 3/16" = 1'-0" REVISIONS BY �i ' Y ooc �� U CD C`') �'ItN C`n rs F N U rn O C s� 1�� V N d i ¢ E dLnF o _" °D 3 •� 3 ti 3 o�ti . 0 � • � N F` 0il 7 `" I 1 � LLI I' Lt 00 N V' O (5 O O ¢ U U O U � Z p, 00 U-) O M m J Q N -pp -0 O 0 L- U - W 0 p p Vj U U � O Q >1 m -C a CID N z O p W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A2j H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A2ghij - 2nd Floor- TOILET.dwg, 2/9/2018 8:38:05 AM, JSimon, Xerox 6604 PS.pc3 smimmmisms IMMENE I m EMEME locoRON 19z" immomis (TYP) -- x . I 3D --. I� m I I (TYP) I � I L — — — — — !NONNI —1 3 (TYP) o) O . I! = �9 FOYER I L_. I¢153.—.—.� � 4 � 3 3 I (TYP)o I I I O I I 8 -4„ LOBBY cA (TYP) - I I � 1 x I O(TYP) I 2 1002— — 09 xI t I O(TYP) 4 V F FOYER _ i 1001 3 O (TYP) x I m_ I.M. MINI 10 0 NEI 11101111 1-00 1 IMEMEN Immommi limmil I NEI I MENNEN IMMAZMA mm��iji N 0 11 0XV4 I "EVA I I EL IMEMON MEMO IN mommomi 111 1' go I mi 0-ME-01 mommool MEMMENIN, OMNI ONE ME MENNEN O 1ST FLOOR PARTIAL REFLECTED CE IL INCH PLAN (SOUTI4) SCALE: 3/16" = 1'-0" REFLECTED CE IL INCH LEGEND 2' x 2' SUSPENDED CEILING GRID SYSTEM AT 9'-0" A.F.F. WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES GYPSUM WALLBOARD CEILING (SMOOTH FINISH) 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 0 I' x 4' SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION I' x 4' SURFACE MOUNTED FLUORESCENT EMERGENCY LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION WALL MOUNTED FLUORESCENT EMERGENCY LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION MECHANICAL RETURN REGISTER - SEE MECHANICAL 121 DRAWINGS FOR ADDITIONAL INFORMATION. KEYED NOTES 01 OUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS OZ GYPSUM WALL BOARD WRAPPED HEADER / SOFFIT - SEE CEILING DETAILS OCROWN MOLDING - SEE CEILING DETAILS OCORNER MOLDING SEE CEILING DETAILS OGYPSUM WALLBOARD CEILING ONO CEILING - EXPOSED STRUCTURE OCEILING MOUNTED PRIVACY CURTAIN AND TRACK BY OWNER - SEE FINISH SCHEDULE, OSMOOTH SAND STUCCO FINISH SOFFIT - SEE WALL SECTIONS. OE.I.F.S. CORBEL - SEE EXTERIOR ELEVATIONS. 10 E.I.F.S. PROFILE - SEE EXTERIOR ELEVATIONS. II STUCCO CONTROL JOINT 12 SMOOTH SAND STUCCO FINISH CEILING - SEE WALL SECTIONS. GeNERAL NOTES I. ALL CEILING HEIGHTS SHALL BE e'-O" UNLESS OTHERWISE NOTED 2. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 GAUGE, 3-5/0 INCH WITH MINIMUM (3) 010 SHEET METAL SCREWS PER CONNECTION. 3. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK, 4. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS AND LOCATIONS. 5. GENERAL CONTRACTOR TO COORDINATE ALL PROPOSED CEILING HEIGHTS WITH MECHANICAL DRAWINGS AND STRUCTURE, NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. 6. SEE SHEET IDI FOR CEILING FINISHES. -1. STUDS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (3) 0.145"0 RAMSET POWDER DRIVEN FASTENERS. 8. STUDS/CLIP ANGLE SHALL BE CONNECTED TO METAL STUDS WITH A MINIMUM OF (4) 012-14 TEK SCREWS. 9. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0,145"m RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. 10, CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO CONC./CMU WITH (2) 1/4"m x 1-1/4" TAPCON FASTENERS AT 24" O.G. 11. CONNECT SHEATHING TO METAL STUDS WITH 012-14 TEK SCREWS AT &" D.G. 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK WITH /2) "10 TEK SCREWS AT 24" O.G. 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. 14. FOR ALL MOLDINGS CONTACT TRIPLE H INDUSTRIES - GLEN HULTGREN 12'1- 204 -0531 15. SEE MECHANICAL DRAWINGS FOR ALL SUPPLIES, RETURNS AND EXHAUST FAN LOCATIONS. 16. SEE ELECTRICAL DRAWINGS FOR ALL FIXTURES LOCATIONS AND ADDITIONAL INFORMATION. 11 FIRE SPRINKLER SYSTEM IS NOT SHOWN FOR CLARITY. SEE FIRE PROTECTION DRAWINGS. 1ST FLOOR KEYPLAN REVISIONS BY C`'J N a. 7 E Y Y O C O m � 3 U r- N r_ o � N c� I LID � � r Cr C U � Z O O 0:� cV "t ' ►M O O M m —J E Q (n 0 C U U 8d 0 O LLL - Ld -° O p c p U U U L > — N 0 p a) Q 0 >• Q m t a N a N z O 0 J L7J LL. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS 15-025 [Job: Sheet.3a H:\ProjectsTr jects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architectural\A3abcd - 1st Floor - RCP.dwg, 2/9/2018 11:10:34 AM, JSimon, Xerox 6604 PS.pc3 I 1 - - I@ a, (TYP) -c x . I 0— I (TYP) 0 I .L_.____J Mm =���m INZ'E•_NIIIIIIIII IN 1111 !NONNI 3 3 I (TYP)o I I LOBBY 1050 r- (TYP) - o x ; 0 O(TYP) I I 2 I 1002— — I xl 8'-4" d o� 0 I O (TYP) 4 � F FOYER _ i 1001 3 O (TYP) I MENEENI INEENE111 111111111111111miMENEENI r_-.__1 ,0"_._.__� I 3 K a (TYP) (TYP) O I 4 5 I L.-3—. NONE OMMUMIMMMM [ice ME EM MENNEN REFLECTED CE IL M LEGEND 2' x 2' SUSPENDED CEILING GRID SYSTEM AT e'-O" A.F.F. WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES GYPSUM WALLBOARD CEILING (SMOOTH FINISH) 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT ® SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ® I' x 4' SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION I' x 4' SURFACE MOUNTED FLUORESCENT EMERGENCY LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION WALL MOUNTED FLUORESCENT EMERGENCY LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION CHANDELIER LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION RECESSED EMERGENCY CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION EXIT LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION CROWN MOLD ------------------ CORNER MOLD LINEAR SUPPLY GRILLE - SEE MECHANICAL DRAWINGS o FOR MORE INFORMATION ® EXHAUST FAN - SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, 0-1 MECHANICAL SUPPLY REGISTER - SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. FZ MECHANICAL RETURN REGISTER - SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. KEYED NOTES Ol OUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS O2 GYPSUM WALL BOARD WRAPPED HEADER / SOFFIT - SEE CEILING DETAILS OCROWN MOLDING - SEE CEILING DETAILS OCORNER MOLDING - SEE CEILING DETAILS OGYPSUM WALLBOARD CEILING ONO CEILING - EXPOSED STRUCTURE 0 CEILING MOUNTED PRIVACY CURTAIN AND TRACK BY OWNER - SEE FINISH SCHEDULE. OSMOOTH SAND STUCCO FINISH SOFFIT - SEE WALL SECTIONS. OE.I.F.S. CORBEL - SEE EXTERIOR ELEVATIONS. 10 E.I.RS. PROFILE - SEE EXTERIOR ELEVATIONS. II STUCCO CONTROL JOINT 12 SMOOTH SAND STUCCO FINISH CEILING - SEE WALL SECTIONS. GENERAL NOTES 1. ALL CEILING HEIGHTS SHALL BE 5'-O" UNLESS OTHERWISE NOTED 2. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 GAUGE, 3-5/8 INCH WITH MINIMUM (3) 1*10 SHEET METAL SCREWS PER CONNECTION. 3. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. 4. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS AND LOCATIONS. 5. GENERAL CONTRACTOR TO COORDINATE ALL PROPOSED CEILING HEIGHTS WITH MECHANICAL DRAWINGS AND STRUCTURE. NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. 6. SEE SHEET IDI FOR CEILING FINISHES. 1. STUDS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (3) 0.145"4, RAMSET POWDER DRIVEN FASTENERS. 8. STUDS/CLIP ANGLE SHALL BE CONNECTED TO METAL STUDS WITH A MINIMUM OF (4) 012-14 TEK SCREWS. S. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0,145" b RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. 10. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO GONG./CMU WITH (2) 1/4"m x 1-1/4" TAPCON FASTENERS AT 24" O.C. 11. CONNECT SHEATHING TO METAL STUDS WITH 012-14 TEK SCREWS AT 6" O.C. 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK WITH (2) 010 TEK SCREWS AT 24" O.C. 13, AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. 14. FOR ALL MOLDINGS CONTACT TRIPLE H INDUSTRIES - GLEN HULTGREN -121-204-0531 15. SEE MECHANICAL DRAWINGS FOR ALL SUPPLIES, RETURNS AND - EXHAUST FAN LOCATIONS. - 16. SEE ELECTRICAL DRAWINGS FOR ALL FIXTURES LOCATIONS AND ADDITIONAL INFORMATION. 11. FIRE SPRINKLER SYSTEM IS NOT SHOWN FOR CLARITY, SEE FIRE PROTECTION DRAWINGS. O 1ST FLOOR PARTIAL LECTED CE IL INCsp PLAN (NORTw) SCALE: 3/16" = I'-0" 1ST FLOOR KEYPLAN REVISIONS BY J � � CO v "IN = Cn 'D v ti U. O U E Q rn � z 3 � 3 c v � a �—. W ul z co �. . 0. c y �._ ^l z 0 C C k. v v Cr C U � Z O O J W N Ln 0 U �' lf•) � O I'O tM m J E O Q L•7 C `-' U .O 4 U 0 0 LL _ Ld O Oj U N 0 a� -C v a. � 0 Q >1 Q m -C a � � Cv N Z Q W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A3b ETrojectsTrojects 2015\15025 - FMC Eiland Blvd Expansion\04CD\01-CDA\04-Architectural\A3abod - 1st Floor - RCP.dwg, 2/9/2018 11:10:27 AM, JSimon, Xerox 6604 PS.pc3 .fig►p®)►.•,,.,:p�.,,► tit��y �� -, -, � -, ►; r►: �% ►:°06:!°obi!:!:®:®i '-O" L 3'-4" 5'-I" 5'-I" 5'-2" 5'-2" 10'-2" 10'-4" 10'-2" 30'-8" 101 REFLECTED CE IL INCas PLAN - EAST CANOPY SCALE: 3/16" = 1'-0" a K MFR: T4H INDUSTRIES, INC. TYPE: CORNER MOLDING MODEL: T4H 160 SIZE: 1 3/8" x 1 3/8" O COMER M0L0INC-6 PRO>=ILE SCALE: 6" = 1'-0" 3'-4" L2'-0" MFR: T4H INDUSTRIES, INC. TYPE: BASE MOLDING MODEL: T41­1 101 SIZE: I" x 6" O EBASE MOLD INCH PR0I=ILE SCALE: 6" = 1'-0" 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. SEE STRUCTURAL FOR -- -- METAL STUD FASTENING • • • • NOTES --- LIGHT FIXTURE r -SEE ELECTRICAL Z DRAWINGS I\ I - I rl 1 CEILING HEIGHT 10 5/6" CD GYPSUM WALLBOARD 5/8" GYPSUM s WALLBOARD OICEILING DETAIL SCALE: 1-1/2" = I'-0" iYl IN 5/8" G.W.B. SUSPENDED ACOUSTICAL CEILING SYSTEM v 9'-0" AFF. CEILING 9'-0" A.F.F. , HEADER 5/8" G.W.B. �I CE IL IN 7 DETAIL SCALE: 1-1/2" = I'-0" 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.0 SECURE TO STRUCTURE ABOVE, 5/8" G.W.B. SUSPENDED ACOUSTICAL CEILING SYSTEM v 9'-0" ARF. CEILING 4 -1/8" 4 13/32" MFR: T4H INDUSTRIES, INC. TYPE: CROWN MOLDING MODEL: T4H 468 SIZE: 3/4" x 6" (DICROm MOLDING PR0I=ILE SCALE: 6" = I'-0" REFLECTED CE IL INCrt LEGEND 2' x 2' SUSPENDED CEILING CsRfD SYSTEM AT 9'-0" A.F.F. WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES GYPSUM WALLBOARD CEILING (SMOOTH FINISH) 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT ® SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ® I' x 4' SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION I' x 4' SURFACE MOUNTED FLUORESCENT EMERGENCY LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION WALL MOUNTED FLUORESCENT EMERGENCY LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION CHANDELIER LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION RECESSED EMERGENCY CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION EXIT LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION — CROWN MOLD ------------------ CORNER MOLD ® LINEAR SUPPLY GRILLE - SEE MECHANICAL DRAWINGS FOR MORE INFORMATION ® EXHAUST FAN - SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. MECHANICAL SUPPLY REGISTER - SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, MECHANICAL RETURN REGISTER - SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. KEYED NOTES 01 OUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS 0 GYPSUM WALL BOARD WRAPPED HEADER / SOFFIT - SEE CEILING DETAILS OGROWN MOLDING - SEE CEILING DETAILS OCORNER MOLDING - SEE CEILING DETAILS OGYPSUM WALLBOARD CEILING ONO CEILING - EXPOSED STRUCTURE OCEILING MOUNTED PRIVACY CURTAIN AND TRACK BY OWNER - SEE FINISH SCHEDULE. OSMOOTH SAND STUCCO FINISH SOFFIT - SEE WALL SECTIONS. OE.I.F.S. CORBEL - SEE EXTERIOR ELEVATIONS. 10 E.I.F.S. PROFILE - SEE EXTERIOR ELEVATIONS. II STUCCO CONTROL JOINT 12 SMOOTH SAND STUCCO FINISH CEILING - SEE WALL SECTIONS. GENERAL NOTES 1. ALL CEILING HEIGHTS SHALL BE 9'-0" UNLESS OTHERWISE NOTED 2. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 GAUGE, 3-5/5 INCH WITH MINIMUM (3) 010 SHEET METAL SCREWS PER CONNECTION. 3. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. 4. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS AND LOCATIONS, 5. GENERAL CONTRACTOR TO COORDINATE ALL PROPOSED CEILING HEIGHTS WITH MECHANICAL DRAWINGS AND STRUCTURE. NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. 6. SEE SHEET IDI FOR CEILING FINISHES. 1. STUDS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (3) 0.145"0 RAMSET POWDER DRIVEN FASTENERS. 8. STUDS/CLIP ANGLE SHALL BE CONNECTED TO METAL STUDS WITH A MINIMUM OF (4) 012-14 TEK SCREWS. S. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0,145"0 RAMSET POWDER DRIVEN FASTENERS AT 16" O.G. 10. CONTINUOUS TRACK/STUDS/CLIP 4NGLE& SHALL BE CONNECTED TO CONC./GMU WITH (2) 1/4"0 x 1-1/4" TAPCON FASTENERS AT 24" O.C. 11. CONNECT SHEATHING TO METAL STUDS WITH 012-14 TEK SCREWS AT 6" O.G. 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK WITH (2) 010 TEK SCREWS AT 24" O.C. 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. 14. FOR ALL MOLDINGS CONTACT TRIPLE H INDUSTRIES - GLEN HULTGREN 121-204-0531 15. SEE MECHANICAL DRAWINGS FOR ALL SUPPLIES, RETURNS AND - EXHAUST FAN LOCATIONS. - - - Iro. SEE ELECTRICAL DRAWINGS FOR ALL FIXTURES LOCATIONS AND ADDITIONAL INFORMATION. 11. FIRE SPRINKLER SYSTEM IS NOT SHOWN FOR CLARITY. SEE FIRE PROTECTION DRAWINGS. 1ST FLOOR KEYPL4N 3c REVISIONS BY �i r—, ► 4 00 U c0 ch � Cn N rs / N cd y o o O C :d U N d aye r T~ 3 Eon L N cn a c:) ; r� Q d4 �C v � o 0 w C k ..J Y n C U .p Z O 0 C N lf) O M m J E C - U 3 .O 4 O U W li O p p U> N U N "p L � N Q O >1 00 C ID Z Q v J W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A3c H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\O1-CD A\04-Architecmral\A3abed - 1st Floor - RCP.dwg, 2/9/2018 8:26:54 AK JSimon, Xerox 6604 PS.pc3 3 5/8" 25 GA. (MIN.) METAL 3 5/8" 25 GA. (MIN.) METAL l4) "10 TEK SCREWS At EACH CONNECTION (TYP.) STUD FRAMING AT 16" O.G. -SECURE TO STRUCTURE ABOVE STUD FRAMING AT 16" O.C. -SECURE TO STRUCTURE ABOVE l4) "10 TEK SCREWS AT EACH CONNECTION (TYP.)EACH (4) 010 TEK SCREWS AT CONNECTION (TYP.) 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. - SECURE TO STRUCTURE l4J 010 TEK SCREWS AT EACH CONNECTION (TYP.) WOOD BLOCKING (TYP.) LIGHT FIXTURE - LIGHT FIXTURE - WOOD BLOCKING (TYP.) WOOD BLOCKING (TYP.) ABOVE WOOD BLOCKING (TYP.) SEE ELECTRICAL SEE ELECTRICAL A.F.F. -------- -------- il'-8" A.F.F. LCLG HEIGHT I1'-8" AF.F. CLG HEIGHT ----- ------ 11'-8" AF.F. CLG HEIGHT HEIGHT r-------------� F-1 ------------ ------ ----GLG r----- ---- ---� G.W.B. 5/8" G.W.B. r - -- I " CROWN MOLD T4H 468 - SEE PLAN FOR LOCATIONS AF.F. -- - • • ------ - • • --�- -------- • • -� • CROWN MOLD T4H 468 - SEE PLAN FOR LOCATIONS • 11'-O" AFF. CLG HEIGHT CROWN MOLD T4H 468 - SEE PLAN FOR LOCATIONS gk I1.-0" A.F.F. CLG HEIGHT - ------ • • CROWN MOLD T4H 468 - SEE PLAN FOR LOCATIONS CLG HEIGHT CLG HEIGHT 5/8" G.W.B. 5/8" G.W.B. WOOD BLOCKING WOOD BLOCKING LIGHT FIXTURE - 5/8" G.W.S. WOOD BLOCKING 10'-4" A.F.F. CROWN MOLD T4H 468 - SEE PLAN FOR LOCATIONS -- - • • CROWN MOLD T4H 468 SEE PLAN FOR LOCATIONS CORNER MOLD T4H 160 - - SEE PLAN FOR LOCATIONS 10'-4" AFF. CLG HEIGHT 60 - D O O CRNER MOLD T4H 1 SEE PLAN FOR LOCATIONS (4) "10 TEK SCREWS AT EACH CONNECTION (TYP.) SEE ELECTRICAL 2'-0" j, CORNER MOLD T4H 160 - SEE PLAN FOR LOCATIONS (4) "10 TEK SCREWS AT EACH CONNECTION (TYPJ CLG HE IGHT WOOD BLOCKING 5/6" G.W.B. WOOD BLOCKING CORNER MOLD T4H 160 - CORNER MOLD T4H 160 - SEE PLAN FOR LOCATIONS j SEE PLAN FOR LOCATIONS NOTE: (4) "10 TEK SCREWS AT EACH CONNECTION (TYP.) (4) "10 TEK SCREWS AT EACH CONNECTION (TYP.) NOTE: PROVIDE WOOD BLOCKING BEHIND ALL CROWN MOLDING AND CORNER 2'-0" 2'-0 ,, 2'-0 * PROVIDE WOOD BLOCKING BEHIND ALL CROWN MOLDING AND CORNER MOLDING LOCATIONS. MOLDING LOCATIONS. O CEILIWS DETAIL O CEILINCH DETAIL SCALE: 1-1/2" = II -Olt SCALE: 1-1/2" = I' -Olt 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.G. SECURE TO STRUCTURE ABOVE (4) •10 TEK SCREWS AT EACH CONNECTION (TYP.) LIGHT FIXTURE - SEE ELECTRICAL ----------------- 3 5/5" 25 GA. (MIN,) METAL • • • CONCRETE BLOCK WALL STUD FRAMING AT 16" O.G. (4) *10 TEK SCREWS AT 11'-8" ARF. • • --------- • • SEE STRUCTURAL DRAWINGS - SECURE TO STRUCTURE ABOVE EACH CONNECTION (TYPJ CLG HEIGHT 3 5/5" 25 GA. (MIN.) METAL LIGHT FIXTURE - WOOD BLOCKING (TYPJ r-------------- STUD FRAMING AT Iro" O.G, (4) "10 TEK SCREWS AT SEE ELECTRICAL SECURE TO STRUCTURE EACH CONNECTION (TYP.) ABOVE • • • CROWN MOLD T4H 468 - PLAN FOR LOCATIONS A.F.F. • j • • • • ------ LIGHT FIXTURE - SEE ELECTRICAL WOOD BLOCKING (TYP.)SEE --------- • • II'-&" A.F.F. gk CLG HEIGHT CLG HEIGHT CORNER MOLD T4H 160 - SEE PLAN FOR LOCATIONS (4) "10 TEK SCREWS AT EACH CONNECTION (TYP.) 5/8 G.W.B. GROWN MOLD T4H 468 - SEE PLAN FOR LOCATIONSL II 3 5/8 METAL STUD FRAMING AT I6 O.G. SECURE t0 STRUCTURE ABOVE WOOD VENEER V-O" AFF, CEILING OIL - WOOD r BLOCKING ; I • • • ------ • AFF. CLG HEIGHT 5/8 G.W.B. CROWN MOLD T4H 468 - SEE PLAN FOR LOCATIONS 11'-O" AFF. CLG HEIGHT WOOD r -, BLOCKING 5/8" G.W.B. ----- CROWN MOLD T4H 468 - • SEE PLAN FOR LOCATIONS � � II'-0" A.F.F. • • • - ---- CLG HEIGHT 5/8" G W B j WOOD BLOCKING CORNER MOLD T4H 160 - I'-0" I'-0° j SEE PLAN FOR LOCATIONS NOTE: 2'_0 LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS WOOD VENEER 1 -0 AFF' HEADER ___ • • • SUSPENDED ACOUSTICAL CEILING SYSTEM 3 5/8" METAL STUD FRAMING _ AT 16" O.C. SECURE TO STRUCTURE ABOVE • • • • 5/8" G.W.B. 5/8it GWB I'-0" I1_0 2 -0 CROWN MOLD T4H 468 - SEE PLAN FOR LOCATIONS S/SWOODB BLOCKING WOOD BLOCKING CORNER MOLD T4H 160 - SEE PLAN FOR LOCATIONS (4) "10 TEK SCREWS AT EACH CONNECTION (TYP.) NOTE. CROWN MOLD T4H 468 - SEE PLAN FOR LOCATIONS WOOD BLOCKING „ G.W.B. j (4) "10 TEK SCREWS AT EACH CONNECTION (TYPJ j NOTE: PROVIDE WOOD BLOCKING BEHIND ALL CROWN MOLDING, AND CORNER MOLDING LOCATIONS, PROVIDE WOOD BLOCKING BEHIND PROVIDE WOOD BLOCKING BEHIND ALL CROWN MOLDING AND CORNER 3/4 PLYWOOD RIGID INSULATION ALL CROWN MOLDING AND CORNER MOLDING LOCATIONS. WOOD VENEER SERIES "SGD-2500 DRY -GLAZED" ALUMINUM HORIZONTAL SLIDING MOLDING LOCATIONS. WINDOW N-I O C ILINC� DETAIL O C ILINC-6 DETAIL O CEILING 1pET,4IL SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" I'-O" SCALE: 1-1/2" 1'-0" (4) "10 TEK SCREWS AT EACH CONNECTION (TYP.) 3 5/8" 25 GA. (MIN,) METAL STUD FRAMING AT 16" O.C. SECURE TO STRUCTURE 3 5/6" 25 GA. (MIN.) METAL ABOVE STUD FRAMING AT 16" O.C. SUSPENDED ACOUSTICAL SECURE TO STRUCTURE CEILING SYSTEM ---------- ABOVE -------- - - - CLG HEIGHT (4) "10 TEK SCREWS At EACH CONNECTION (TYP.) - GROWN MOLD T4H 468 - SEE PLAN FOR LOCATIONS LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS SUSPENDED ACOUSTICAL CEILING SYSTEM r --� C3.-Otl• • • • g'-0" A.F.F. -------- -------- CEILING ---- - - -- ----- CEILING • • I i I • • • 8'-0" A.FF. • • -------- SUSPENDED ACOUSTICAL CEILING SYSTEM CLG HEIGHT 5/8" G.W.B. 5/6" G.W.B. I 5/8" G.W.B. I -------- • 5/8" G.W.B. ------- • • • (4) 010 TEK SCREWS AT EQUAL EQUAL • 8'-01, A.F.F. • • • EACH CONNECTION (TYPJ VARIES HEADER NOTE: NOTE: PROVIDE WOOD BLOCKING BEHIND PROVIDE WOOD BLOCKING BEHIND ALL CROWN MOLDING AND CORNER ALL CROWN MOLDING AND CORNER MOLDING LOCATIONS. MOLDING LOCATIONS. ONOT l,10860 O CEILINC-6 DETAIL O CEILING DETAIL SCALE: x" = 1'-0" SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" REVISIONS BY �i i 00 00 ► Y � CV ~^ 4 00 o -0 E t` o U X tz N C p C • U 1--�� � U N • 1n ; �I Q E rn � o C T~ 3 N ti c -C r--. 8 N ri 5% 41. P K, cn N (.� O o0 oC c � � C � U Q� V � Z O c J cV LO u' � .:3 O M M m E �. O Q (n -p C U.L `~ 86 O 0 0 Li _ W O v c v V U U ` v � N Q O >. m a 0 IV Z Q v J w LL- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Aid H:\PrqJects\ProJects20l5\l5025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architectural\A3abod - 1st Floor - RCP.dwg, 2/9/2018 8:26:45 AM, Amon, Xerox 6604 PS.pc3 �� •� l i �,6 �u 0 O �� INFU 2035 t 00�0M9090111111 SIMON! IN IN CG 202 I z I J EX M / PR CE URE 2018 0 MEMO s r Q� .m 12° I I _71 I I I - I I I I I / \ COME RES a 2 I IRECEPTIO',44c 4 I I i 2005 I I I I I I 2 r WAITING 3 2004 n (TYP)- -------------- X I - Q 1 i@ �r � I G _ nl 7-4" i L . — . — I I (TYP) In1 = X IN 2044 S'-4" I 6 I 5 4c I � A4c j O I 5 im 4r- i I� I 3 (TYF) I �I XI 3 (TYP) 2 I 4c g _4 i 3 (TYP) = x N ° I- i 1 0 I 4c I 2 i A4c I L�.—. I =@ tee o I _w - I I I � I (i X it I Elie O �4�1 s. M I 3 I I (TYP) 4c j 0 I N d" O I dI I II � IO 12'-0' INS- Up 111111 In -BEEN I moll MINNIE mom A/C CHASE OFFICE 2051 z OFFICE 2050 A4 2 �,i 70 0 p 0 1 I J 3 (Tl P) - I j -' X X q (TYP) 01,0 Q`77 ----- ---------- 4 WAITING x rn 2047 I I I I (TYP) I � I 4 I� 1 4 I 3 (TYP) ----------- 0 --- --- --- -- --- - ------ ------ I O. -O" I6 IX 10 i STAIR 1 2003 O r F__ ELEVATOR LOBBY 2001 ° O • !V I 6 (TYP) A4c x L—.— — — ■ O I < I X I O I O 5 ELEVATOR 2092 0 2ND FLOOR PARTIAL REFLECTED CEILING PLAN (SOUTH) SCALE: 3/16" = 1'-0" REFLECTED CE IL INCH LEGEND 2' x 2' SUSPENDED CEILING GRID SYSTEM AT 9'-O" A,FF, WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES t GYPSUM WALLBOARD CEILING (SMOOTH FINISH) 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE J ELECTRICAL DRAWINGS FOR MORE INFORMATION C I' x 4' SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION I' x 4' SURFACE MOUNTED FLUORESCENT EMERGENCY LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION WALL MOUNTED FLUORESCENT EMERGENCY LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION CHANDELIER LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION RECESSED EMERGENCY CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION EXIT LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION CROWN MOLD ---------- CORNER MOLD r— LINEAR SUPPLY GRILLE - SEE MECHANICAL DRAWINGS FOR MORE INFORMATION ® EXHAUST FAN - SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. MECHANICAL SUPPLY REGISTER - SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. RETURN REGISTER - SEE MECHANICAL 1zMECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. KEYED NOTES OUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR 0 ELEVATIONS GYPSUM WALL BOARD WRAPPED HEADER / SOFFIT - SEE CEILING DETAILS UCROWN MOLDING -SEE CEILING DETAILS CORNER MOLDING - SEE CEILING DETAILS O OGYPSUM WALLBOARD CEILING ONO CEILING - EXPOSED STRUCTURE OCEILING MOUNTED FLAT PANEL T.V. BY OWNER. SO SKYLIGHT - SEE ROOF PLAN. - �9 SMOOTH SAND STUCCO FINISH SOFFIT SEE WALL SECTIONS. 10 PROVIDE 2' x 2' VINYL CLAD LAY -IN CEILING TILE AT THIS LOCATION. GENERAL NOTES ALL CEILING HEIGHTS SHALL BE 9'-O" UNLESS OTHERWISE NOTED 2. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 GAUGE, 3-5/5 INCH WITH MINIMUM (3) •10 SHEET METAL SCREWS PER CONNECTION. 3. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. 4. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS AND LOCATIONS. 5, GENERAL CONTRACTOR TO COORDINATE ALL PROPOSED CEILING HEIGHTS WITH MECHANICAL DRAWINGS AND STRUCTURE. NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. 6. SEE SHEET IDI FOR CEILING FINISHES. 1. STUDS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (3) 0.145"m RAMSET POWDER DRIVEN FASTENERS. 8. STUDS/CLIP ANGLE SHALL BE CONNECTED TO METAL STUDS WITH A MINIMUM OF (4) 012-14 TEK SCREWS. S. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0,145"0 RAMSET POWDER DRIVEN FASTENERS AT 16" O.G. 10. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO ; CONC./CMU WITH (2) 1/4"m x 1-1/4" TAPCON FASTENERS AT 24" O.C. 11. CONNECT SHEATHING TO METAL STUDS WITH 012-14 TEK SCREWS AT ro" O.C. 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK WITH (2) 010 TEK SCREWS AT 24" O.C. 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. 14. FOR ALL MOLDINGS CONTACT TRIPLE H INDUSTRIES - GLEN HULTGREN '12-1-204-0531 15, SEE MECHANICAL DRAWINGS FOR ALL SUPPLIES, RETURNS AND EXHAUST FAN LOCATIONS. 16. SEE ELECTRICAL DRAWINGS FOR ALL FIXTURES LOCATIONS AND ADDITIONAL INFORMATION, 1-1. FIRE SPRINKLER SYSTEM IS NOT SHOWN FOR CLARITY. SEE FIRE PROTECTION DRAWINGS. 2ND FLOOR KEYPLAN REVISIONS BY s i u 4 00 ►��� U GO C`") y "1' N o n c ti C v [L. _ a o u '—~ O UC N c: E ~ Q rn r o 3 �—' 020 . � C 0 r-� E o 2 . N U Q U E-F E" Lt. fn pa A Z C4 � z E- co U a o c) ' 4 W H O UJ; Q P. Q V) N W ozx Eoo_ f o ti �T .0 .L o �S ce �FG � J Q 0 0 c t � U 0. N O U � 0 Z O V C rM O M m J E >1 �Q�-�� D od .O 0 o p U.- W L O C3 C V U V) O � Q 0 >1 p m -c _ a a3i N Z 0 v J w Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A4a H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Arcbitecwml\A4abcd - 2nd Floor- RCP.dwg, 2/9/2018 8:26:33 AM, JSimon, Xerox 6604 PS.pc3 i2' I I I I I WOMEN 2043 01 ._O 0 2 4 0 O . 0 INURE IRENE 100001 NINE MEMNON A/C CHASE I � I ® ® 1 EX EXAMSTAIR 2 2056 2057 / v 2058 z z0 0 1 -- 5b 00 111LOM1,0L, No ONE 0`00111=111111111100=_ In ® 2052 SM1111111■MO WS. ■fiMO.ME • ®®� • • I!!!' ■■1 rol ■ I 3 WAITING a (TYR) 2004 cn ---------- I I - X I I ' ' I � I I --------- ------------ 31_4" 7' 4" -' 3'-4" I I I L.—.—.—. J Emil M-A (TYP) a I n l x a x -0"I A/C CHASE = x I Li 5 4c 8'-4" I 6 I 5 4c i A4c I 5 C A4c �• o I 0\0� I J I (TYR) I I �I XI 3 (TYP) 2 4c 8'-4" —I I �I 3 (TYR) = I x In i I I I b O l A4c I I I A4c —__ _J I 3 I i N (TYP) 4c i 0 o 8_4° i 2 8'-4" i ELEVATOR LOSB�1" I 2001 0 5 o •• ' N e-•-Q . o i— �o. 0 I 3 6 (TYP) A4c X M OFFICE 2051 Z OFFICE 2050 4 ' 2 2 I. �o o O - o 3 (TYP) - X o X I Q 4 (TYR) ,,0, 3 4 /' v WAITING _ro 3 X ----- I In 2047 (TYR) --- -------- --- I 5 o v/z I 8 I 4 4 I -------------------- 1 ----- ! I cn — I MM MINN! 1111 0 N 0 m aNONE ME IN m 0 a :Z MEN b 0 �12'-0i'g 3 N l' A4c � � � 0 e x 0 J ELEVATOR PR CE URE 2092 Z. 0 � � o@ o 0 -� - STAIR I� I I 2003 I o Z ' 6 I 0 0 DI i I CONFERENCE FER NC ® 1 II 2002 I L IN -No ■I mm■■■I 7 V z L__J EX M 4 2061 M �■ NEED 1=1 ■■■ ---- � h� ON _WA LIN ■� 1_I NORM i immn==Mmmm OF= IEEE, IS 111 0 2ND FLOOR PARTIAL REFLECTED CE IL INCH PLAN (NORTH) SCALE: 3/16" = I'-O" REW'ZI—LECTED CEILING-3 LEGEND 2' x 2' SUSPENDED CEILING GRID SYSTEM AT 9'-0" A.F.F. WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES GYPSUM WALLBOARD CEILING (SMOOTH FINISH) 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 0 I' x 4' SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION I' x 4' SURFACE MOUNTED FLUORESCENT EMERGENCY C= LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION WALL MOUNTED FLUORESCENT EMERGENCY LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION CHANDELIER LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION RECESSED EMERGENCY CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION EXIT LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION CROWN MOLD CORNER MOLD ® LINEAR SUPPLY GRILLE - SEE MECHANICAL DRAWINGS FOR MORE INFORMATION ® EXHAUST FAN - SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. MECHANICAL SUPPLY REGISTER - SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, RETURN REGISTER - SEE MECHANICAL FZ1MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, KEYED NOTES OOUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS 02 GYPSUM WALL BOARD WRAPPED HEADER / SOFFIT - SEE CEILING DETAILS OCROWN MOLDING - SEE CEILING DETAILS OCORNER MOLDING - SEE CEILING DETAILS 05 GYPSUM WALLBOARD CEILING CJ NO CEILING - EXPOSED STRUCTURE 0 CEILING MOUNTED FLAT PANEL T.V. BY OWNER. CJ SKYLIGHT - SEE ROOF PLAN. CJ SMOOTH SAND STUCCO FINISH SOFFIT - SEE WALL SECTIONS. PROVIDE 2' x 2' VINYL CLAD LAY -IN CEILING TILE AT THIS LOCATION. 6iENERAL NOTES I. ALL CEILING HEIGHTS SHALL BE 9'-O" UNLESS OTHERWISE NOTED 2. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 GAUGE, 3-5/8 INCH WITH MINIMUM (3) •10 SHEET METAL SCREWS PER CONNECTION. 3. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. 4. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS AND LOCATIONS. 5. GENERAL CONTRACTOR TO COORDINATE ALL PROPOSED CEILING HEIGHTS WITH MECHANICAL DRAWINGS AND STRUCTURE. NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. 6. SEE SHEET IDI FOR CEILING FINISHES. 1. STUDS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (3) 0.145"�P RAMSET POWDER DRIVEN FASTENERS. 6. STUDS/CLIP ANGLE SHALL BE CONNECTED TO METAL STUDS WITH A MINIMUM OF (4) 012-14 TEK SCREWS. S. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0,145"0 RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. 10. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO CONC./GMU WITH (2) 1/4"m x 1-1/4" TAPCON FASTENERS AT 24" O.C. II. CONNECT SHEATHING TO METAL STUDS WITH 012-14 TEK SCREWS AT 6" O.C. 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK WITH (2) "'f TEK SCREWS AT 24" O.C. 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOF ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED, CLIP ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. 14. FOR ALL MOLDINGS CONTACT TRIPLE H INDUSTRIES - GLEN HULTGREN 121-204-0531 15, SEE MECHANICAL DRAWINGS FOR ALL SUPPLIES, RETURNS AND EXHAUST FAN -LOCATIONS. - --- 16. SEE ELECTRICAL DRAWINGS FOR ALL FIXTURES LOCATIONS AND ADDITIONAL INFORMATION. 11. FIRE SPRINKLER SYSTEM IS NOT SHOWN FOR CLARITY. SEE FIRE PROTECTION DRAWINGS, 2ND FLOOR KEYPLAN REVISIONS BY �i ~- M N Is. Q I� oar` o y to ~ U ti m a ^ O C U L • �n t � E 0 Q °' °O 3 a� ti 0 3 N ti CV �—, Cl) WdHWUj z�uA. x�� U F W.t �zzWE U ]x jjII 0 I O 'J uOFT= :O --►1`y� U_ Go o o o 0 - U- z O .._. ? c � a� i t U J Cn O U � Z O � N U `n ' C M :3 O M m J E � Q V) U d ° c0 00 _ O ° ° N 0 a>i � v Q 0 >, 0 m -I-- _ a z O v J LJ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A4b H:\ProjectsTrojects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectura]\A4abcd - 2nd Floor - RCP.dwg, 2/9/2018 8:26:23 AK Aimon, Xerox 6604 PS.pc3 3 5/S" 25 GA. (MIN.) METAL 3 5/8" 25 GA, (MIN.) METAL STUD FRAMING AT 16" O.G. STUD FRAMING AT IV' O.G. (4) "10 TEK SCREWS AT -SECURE TO STRUCTURE -SECURE TO STRUCTURE (4) 010 TEK SCREWS AT (4) 010 TEK SCREWS AT 3 5/8" 25 GA. (MIN.) METAL (4) "10 TEK SCREWS AT EAG CONNECTION (TYP.) ABOVE ABOVE EACH CONNECTION (TYP.) EACH CONNECTION (TYP.) STUD FRAMING AT 16" O.G. EACH CONNECTION (TYP.) - SECURE t0 STRUCTURE LIGHT FIXTURE - LIGHT FIXTURE - WOOD BLOCKING (TYP.) WOOD BLOCKING (TYP) ABOVE WOOD BLOCKING (TYP.) SEE ELECTRICAL SEE ELECTRICAL • • • • • • • • • • • • • • • • • • • • • • • 11'-8" A.FF. -------- I II'-S" AF.F. OL II'-8" A.F.F. ----- -- --- 11'-a" AF.F. OgL GLG HEIGHT i - CLG HEIGHT CLG HEIGHT CLG HEIGHT 5/8" G.W.B. -- -- , ,------ ---- ---, G.W.B. I ;<— 5/8" G.W.B. 5/S" G.W.B. - -------- ------- ----- - ------ ----- GROWN MOLD T4H 468 CROWN MOLD T4H 468 - • • • • • CROWN MOLD T4H 468 - I • SEE PLAN FOR LOCATIONS GROWN MOLD T4H 468 - • � • SEE PLAN FOR LOCATIONS SEE FLAN FOR LOCATIONS • • • • • • SEE PLAN FOR LOCATIONS t� II'-O" AF.F. ---- ----- II'-0" A.F.F. I1'-0" A.F.F. OIL 11'-0" AF.F. CLG HEIGHT CLG HEIGHT GLG HEIGHT CLG HEIGHT 5/allG.W.S. i , �, 5/8" G.W.B. WOOD BLOCKING WOOD BLOCKING - LIGHTXR 5/8' ! WOOD BLOCKING G.W.B. , 3--4 CORNER MOLD T4H l60 - CORNER MOLD T4H -160 - SEE ELECTRICAL CORNER MOLD T4H '160 - CROWN MOLD T4H 46a - • • GROWN MOLD T4H 468 - SEE PLAN FOR LOCATIONS u SEE PLAN FOR LOCATIONS I 0 , 1 0 SEE PLAN FOR LOCATIONS SEE PLAN FOR LOCATIONS SEE PLAN FOR LOCATIONS (4) 010 TEK SCREWS AT (4) "IO TEK SCREWS AT 10'-4" AFF. 10'-4" A.FF. EACH CONNECTION (TYP.) 2'-0" EACH CONNECTION CTYPJ CLG HEIGHT CLG HEIGHT 'r WOOD BLOCKING WOOD BLOCKING 5/8" G.W.B. CORNER MOLD TdH 160 - CORNER MOLD T4H 160 - SEE PLAN FOR LOCATIONS SEE PLAN FOR LOCATIONS NOTE: I (4) "10 TEK 5CREW5 AT (4) 010 TEK SCREWS AT NOTE: EACH CONNECTION (TYP.) EACH CONNECTION (TYP.) PROVIDE WOOD BLOCKING BEHIND 2'-01 ;, 2'-0" PROVIDE WOOD BLOCKING BEHIND ALL CROWN MOLDING AND CORNER * ALL CROWN MOLDING AND CORNER MOLDING LOCATIONS. MOLDING LOCATIONS. =oEcEILINCH DETAIL O CEILINCH DETAIL ALE: 1-1/2" I'-0" SCALE: 1-1/2" = P-0" 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. SECURE TO STRUCTURE ABOVE 3 5/a" 25 GA. (MIN.) METAL (4) 010 TEK SCREWS AT STUD FRAMING AT I&" O.C. EACH CONNECTION (TYP.) LIGHT FIXTURE - CONCRETE BLOCK WALL - SECURE TO STRUCTURE SEE ELECTRICAL SEE STRUCTURAL DRAWINGS ABOVE -- ----- • • • 3 5/8" 25 GA. (MIN.) METAL • • • • STUD FRAMING AT 16" O.G. (4) "10 TEK SCREWS AT (4) "IO TEK SCREWS At 5/8" G.W.B. 11'-8" A.F.F. SECURE TO STRUCTURE EACH CONNECTION (TYP.) 3 5/8" 25 GA. (MIN.) METAL EACH CONNECTION (TYP.) CLG HEIGHT ABOVE STUD FRAMING AT 16" O.C. WOOD BLOCKING (TYP.) - SECURE TO STRUCTURE WOOD BLOCKING (TYP.)j 5/8" G.W.B. ____ __________ LIGHT FIXTURE - ABOVE SEE ELECTRICAL (4) "10 TEK SCREWS AT --- --------- EACH CONNECTION (TYP.) CROWN MOLD T4H 468 - • • • • • • • • go, SEE PLAN FOR LOCATIONS • • LIGHT FIXTURE - LIGHT FIXTURE - 11'-0" AFF • • • • SEE ELECTRICAL SEE ELECTRICAL • • L I1'-8' A.F.F. OgL CLG HEIGHT CLG HEIGHT CLG HEIGHT L CORNER MOLD T4H -160 - /8 G. WOOD BLOCKING 11 5/8" G.W.B. WOOD ------ ---' 5/8" G.W.B. WOOD BLOCKING SEE PLAN FOR LOCATIONS .B. BLOCKING CROWN MOLD T4H 468 - ------- -- CROWN MOLD T4H 468 - CORNER MOLD T4H "160 - CROWN MOLD T4H 468 - (4) "10 TEK SCREWS AT SEE PLAN FOR LOCATIONS • SEE PLAN FOR LOCATIONS • • • SEE PLAN FOR LOCATIONS SEE PLAN FOR LOCATIONS EACH CONNECTION (TYP,) • • j W-O" AFF. (4) 010 TEK SCREWS AT 3 5/8 METAL STUD FRAMING I1'-0" A.F.F. ----- CLG HEIGHT EACH CONNECTION (TYP.) AT 16 O.C. SECURE TO - L5/a" CLG HEIGHT STRUCTURE ABOVE WOOD BLOCKING LWOOD BLOCKING I'-4° g'-0" AF.F. G.W.B. i G.W.B. WOOD VENEER09L5/8" CEILING CORNER MOLD TaH �60 - CORNER MOLD T4H -160 - 1 Ilk -0 SEE PLAN FOR LOCATIONS SEE PLAN FOR LOCATIONS 2'-011 SUSPENDED ACOUSTICAL 2--011 CEILING SYSTEM (4) "10 TEK SCREWS AT 1 (4) 010 TEK SCREWS AT EACH CONNECTION (TYP.) i'-2" 4 4 -2" v A 1 -2" EACH CONNECTION (TYP.) LIGHT FIXTURE. SEE 3-5/8" METAL STUD FRAMING GROWN MOLD T4H 468 - ELECTRICAL DRAWINGS SEE PLAN FOR LOCATIONS 3'-4" AT 16" O.G. SECURE TO STRUCTURE ABOVE WOOD BLOCKING CROWN MOLD T4H 468 - WOOD VENEER • • • 5/8 G.W.B. SEE PLAN FOR LOCATIONS • • • • 5/8" G.W.B. AFF RIGID INSULATION NOTE: WOOD BLOCKING (TYP.) NOTE: NOTE: OIL-0' HEADER PROVIDE WOOD BLOCKING BEHIND PROVIDE WOOD BLOCKING BEHIND PROVIDE WOOD BLOCKING BEHIND ALL CROWN MOLDING AND CORNER 5/a" G.W.B. ALL CROWN MOLDING AND CORNER ALL CROWN MOLDING AND CORNER 3/4" PLYWOOD MOLDING LOCATIONS. MOLDING LOCATIONS. MOLDING LOCATIONS. SERIES "5GD-2500 WOOD VENEER DRY -GLAZED" ALUMINUM HORIZONTAL SLIDING WINDOW N-I O3 CEILIW-s DETAIL � O CEILINCir DETAIL O CEILING DETAIL SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-O" SCALE: 1-1/2" = 1'-0" (4) *10 TEK SCREWS AT EACH CONNECTION (TYP.)3 5/8" 25 (MIND METAL G A7 16" O.C. STUD FRAMING SECURE TO STRUCTURE 3 5/S" 25 GA. (MIN.) METAL ABOVE FAMIAT 16" O.C. 3 5/8" 25 GA. (MIN.) METAL SUSPENDED ACOUSTICAL SECDURE TO STRUCTURE STUD FRAMING AT 16" O.C. (4) "10 TEK SCREWS AT CEILING 5Y5TEM ABOVE - SECURE TO STRUCTURE EACH CONNECTION (TYP,) ABOVE - • • • WOOD BLOCKING (TYPJ `r • • • • LIGHT FIXTURE - S'-O" AFF. —" — - - - —S SEE ELECTRICAL CLG HEIGHT l4) "10 TEK SCREWS At ------ EACH CONNECTION (TYP.) • • ________ • • II'-&" ARF, LIGHT FX ACOUSTICAL 09LSUSPENDED CLG HEIGHT GROWN MOLD T4H 468 - SEE ELECTRICAL CEILING SYSTEM WOOD - -- -----------,I L• SEE PLAN FOR LOCATIONS DRAWINGS --------------- BLOCKING i 5/8" G.W.B. � • • °a ------- I CROWN MOLD T4H 468 - ------------- • • • • V-0" AFF. • • • SEE PLAN FOR LOCATIONS - ---- - ________ OIL CEILING CEILING • • _ A.F.F. : • • • I, -- • • D SUSPENDED PNG CLG HEIGHT AFF. EGOUSTIGAL E E SM WOOD BLOCKING CLG HEIGHT 5/8" G.W.B. G.W.B. COMER MOLD T4H 160 - G. 5/8 B W. 5/8" G.W.B. --------------- SEE PLAN FOR LOCATIONS . 5/a" G.W.B. • • • • lof (4) *10 TEK SCREWS AT CROWN MOLD T4H 468 - EACH CONNECTION (TYPJ EQUAL 1 EQUAL S'-0" A.F.F. • • • • SEE PLAN FOR LOCATIONS (4) 010 TEK SCREWS AT EACH CONNECTION (TYP.) VARIES HEADER WOOD BLOCKING I'-0" 2' - 0" G.W.B. NOTE: NOTE: NOTE: PROVIDE WOOD BLOCKING BEHIND PROVIDE WOOD BLOCKING BEHIND PROVIDE WOOD BLOCKING BEHIND ALL CROWN MOLDING AND COMER ALL CROWN MOLDING AND CORNER ALL CROWN MOLDING AND CORNER MOLDING LOCATIONS. MOLDING LOCATIONS. MOLDING LOCATIONS. O6 CE IL M-1 DETAIL O CEILING-6 DETAIL O CE IL M-1 DETAIL SCALE: I-I/2" = I'-0" SCALE: I-I/2" = I'-0" SCALE: REVISIONS BY f� r L L �I Q I. T o r_ U — O C U per+ 00 V N cL^tl L L , �I d ~ E T~ 3 3 ti 3 N 21 �. o I C� c7 , 0 I� QJ c c k y y C U) C U � Z 0) O c J N � U m C 1r0 .� O M m-_J -E- �. N Q N -gyp C 0 U � •0 U O LL_ — W 0 vv v; U) a) v � N Q O m t a N N Z Q v J w I.� Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A.4c m I H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A4abcd - 2nd Floor - RCP.dwg, 2/9/2018 8:26:13 AM, JSimon, Xerox 6604 PS.pc3 4 13/32" 3 5/a" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. - - SEE STRUCTURAL FOR ---------------- METAL STUD FASTENING _ • • • • NOTES 3 5/8" 25 GA. (MIN.) METAL -------- . --------- STUD FRAMING AT 16" O.G. SECURE TO STRUCTURE LIGHT FIXTURE G.W.B. ABOVE. ----------- Z\ --- -SEE ELECTRICAL DRAWINGS 5/8" G.W.B. <t SUSPENDED ACOUSTICAL CEILING SYSTEM SUSPENDED ACOUSTICAL CEILING SYSTEM J • • rL� J • • III AFF. 9'-0" AF.F. 9'-0 A.F.F. CEILING CEILING CEILING HEIGHT 9'-O" A.F.F. 5/8" CD GYPSUM HEADER 4 -116" WALLBOARD 5/8 G.W.B. 5/8" GYPSUM WALLBOARD MFR: TaH INDUSTRIES, INC. MFR: T4H INDUSTRIES, INC. MFR: T4H INDUSTRIES, INC. TYPE: CROWN MOLDING TYPE: CORNER MOLDING TYPE: BASE MOLDING MODEL: T4H 4ro8 MODEL: T4H '160 MODEL: T4H 101 SIZE: 3/4" x 6" SIZE: 1 3/5" x 1 3/6" SIZE: I" x roll OCE I!_ INCrt DETAIL O CE IL II DETAIL O CROUfiI MOLDING �'R01=ILE O COMER MOLDING i�01=ILE 11 O ,43E 1"1OLD IW Pi�01=ILE SCALE: 1-1/2" = I'-0" SCALE: 1-1/2" = I'-0" SCALE: 6" V-0" SCALE: 6" = I'-0" SCALE: 6" I'-0" REVISIONS BY �i u co Cn N GJ cJ r\- U N o U CO U N LN- 10 ? it d E ~ ti . a C Q N i-r U cc ri LiCD a -- U c v c o '•u p L cc 10 Y f L f V Z v0 v, 0:� N V m C M .� 0 M m J a) Q i7i U 06 0 v o LL- W L. 0 v ° W U ( _ v a- a0 0° a Z Q v J w L.- Date: 02. 13. 18 Scale: AS NOTED gr: AAY S-025 r 4d H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-ArchitecturalW4abod - 2nd Floor - RCP.dwg, 2/9/2018 8:26:04 AM, JSimon, Xerox 6604 PS.pO PAKAPtI 30 -S A.F.F. TOP OF PARAPET 2-0 N Mro W v N 30'-S" A.F.F. TOP OF PARAPET PARAPET PARAPET 1 _rcrl -G I PARAPET 2' O" i. A e- N = v M e- '-A" 21-0" 14 314" 30' -S" t•'14XAr_t= I R Y' • 'KS "97S R"iYu�'" • � � s- y •a��i'ri11A��j itv < f1 y ar. ��a�'.a ro _ "MON, iR a• f R ; F'AKAF t I "J'_/T., =A=AGCT PARAPET OOVERALL ROOD FLAN SCALE: 3/32" = 1'-0" ROOF LEGEND SINGLE PLY ROOFING MATERIAL WITH MIN. SLOPE 1/4" PER FOOT. - REFER TO WALL SECTIONS AND ARCHITECTURAL SPECIFICATIONS SPANISH "S" STYLE CLAY TILE ROOF SYSTEM WITH 5.9:12 PITCH TYP. - REFER TO WALL SECTIONS AND ARCHITECTURAL SPECIFICATIONS INDICATES DIRECTION OF GUTTER SLOPING DOWNWARD AT 1/4" FT. —� INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF: • 5.9:12 SLOPE AT CLAY ROOF • 1/4" PER FOOT SLOPE AT FLAT AREAS. KEYED NOTES OSINGLE PLY ROOFING MEMBRANE OVER 3-1/2" ISOBOARD INSULATION OVER METAL DECKING - SEE WALL SECTIONS AND ARCHITECTURAL SPECIFICATIONS OPITCHED ROOF WITH SPANISH "S" STYLE CLAY TILE ROOF SYSTEM - SEE WALL SECTIONS AND ARCHITECTURAL SPECIFICATIONS OOUTLINE OF MASONRY WALL BELOW OOUTLINE OF MASONRY COLUMN BELOW OAPPROXIMATE LOCATION OF PLUMBING VENT THRU ROOF - SEE PLUMBING DRAWINGS OPARAPET WALL WITH METAL COPING - SEE WALL SECTIONS ORIDGE LINE OF ROOF - TAPER ROOF INSULATION AS REQUIRED AT FLAT JOISTS TO ACHIEVE 1/4" PER FOOT SLOPE - SEE WALL SECTIONS OBUILT-UP CRICKET AS REQUIRED OCONTINUOUS 4" CANT STRIP - SEE WALL SECTIONS 10 ROOF DRAIN - CONNECT TO LEADER IN ADJACENT FRAMED OUT COLUMN - SEE PLUMBING DRAWINGS 11 SEPERATE OVERFLOW DRAIN 4" HIGHER THAN ADJACENT ROOF DRAIN - CONNECT TO SEPERATE LEADER IN ADJACENT FRAMED OUT COLUMN -SEE PLUMBING DRAWINGS 12 ROOF DRAIN LEADER TO EXTEND OVER THROUGH BLOCK WALL AND DOWN INSIDE BUILT -OUT COLUMN TO GRADE AND UNDERGROUND CONNECTING TO 5TORMWATER DRAINAGE SYSTEM - SEE WALL SECTIONS AND PLUMBING DRAWINGS FOR MORE INFORMATION AND SEE CIVIL DRAWINGS FOR CONNECTIONS 13 ROOF OVERFLOW DRAIN LEADER TO EXTEND OVER THROUGH BLOCK WALL AND DOWN INSIDE BUILT -OUT COLUMN RELEASING THROUGH FACE OF COLUMN AT all AF.F. - SEE WALL SECTIONS AND PLUMBING DRAWINGS FOR MORE INFORMATION. PROVIDE SPLASH BLOCK AS REQUIRED. 14 6" HALF ROUND ALUMINUM GUTTER SYSTEM - SEE WALL SECTIONS 15 SCREEN WALL SYSTEM - SEE WALL SECTION 2/A5b. 16 ROOF ACCESS HATCH - SEE DETAIL I/A51o. ID OUTLINE OF 6" METAL STUD EXTERIOR FRAMED WALL SYSTEM BELOW. SEE WALL SECTIONS AND STRUCTURAL DRAWINGS. 18 V-0" x V-0" PYRAMID SKY LIGHT 19 ROOF CURB FOR MECHANICAL PLATFORM - SEE DETAIL 3/A5b AND MECHANICAL DRAWINGS 20 ROOF TOP MECHANICAL UNIT - SEE MECHANICAL DRAWINGS 21 HATCHED AREA REPRESENTS MECHANICAL CHASE BELOW THROUGH THE ROOF TO FIRST FLOOR TO PROVIDE MECHANICAL ACCESS TO FIRST FLOOR - SEE ARCHITECTURAL AND MECHANICAL DRAWINGS 22 HATCHED AREA REPRESENTS MECHANICAL CHASE BELOW THROUGH THE ROOF TO SECOND FLOOR TO PROVIDE MECHANICAL ACCESS TO SECOND FLOOR - SEE ARCHITECTURAL AND MECHANICAL DRAWINGS 23 APPROXIMATE LOCATION OF CONDENSATE LINES - SEE MECHANICAL DRAWINGS 24 APPROXIMATE LOCATION OF EXHAUST FAN - SEE MECHANICAL 25 4" ROUND ALUMINUM DOWNSPOUT SYSTEM GENE iz4L. NOTES I. ALL FLAT ROOF SLOPES SHALL BE 1/4" PER FOOT MIN. 2. ALL PITCHED ROOF SLOPES SHALL BE 5.13:12 UNLESS NOTED OTHERWISE. 3. GENERAL CONTRACTOR TO PROVIDE FLASHING AS REQUIRED TO ENSURE WATERTIGHT CONDITIONS. REVISIONS BY f, th _ CO vrl-C � C L n Np C . U •1 O U N Id in > ~ 00 3 c � a N m A , I0I, E- F W dE-- DC,CnZ co z u W �o�w�ax 0 ^ U) coOx0� E.z 0 LL ci ch c C Q � y n N U) O U � z 0 � N -° U Ln lf') � M O M m J E N Q U O LL_ L�J O 0 a N U U � Q O >1 Q m _ a Z O � a J LLi Li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Asa H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A5ab - ROOF.dwg, 2/9/2018 8:25:53 AM,1Simon, Xerox 6604 PS.pc3 SEAL STRIP 16 GA. M(N. FRAME COUNTERFLASHING 2" WOOD NAILER FASTENED APPROX. BILCO TYPE "S" ROOF SCUTTLE NOTE: ALL FLASHINGS, FASTENERS 4 CANTS PLUMBING VENT STACK 18" O.G.-SUPPLIED TO MEET ROOF MANUFACTURERS AND INSTALLED BY WARRANTY REQUIREMENTS. - SEE Z SHEET MTL. CONTR. 2'-6" x 3'-0" ROOF SCUTTLE STRUCTURAL DRAWINGS ANGLES AND ROLL LEAD FLASHING 1" DOWN MODEL 5-20 AS MANUFACTURED FRAMING AT UNIT OPENINGS INTO PIPE - BY BILCO. INSTALL PER BASE FLASHING MANUFACTURER'S 5PECIFIED BASE FLASHING RECOMMENDATIONS AND PAINT. (2-GOATS) SPECIFIED ROOFING BRACE LADDER TO OPENING WITH 2 1/2" x 3/&" FLAT STEEL 2x BLOCKING A5 BAR WELDED TO STEEL REQUIRED ANGLE FRAME INSULATION SUPPLIED o FLASHING PER ROOFING MANUF. CURB WITH INTEGRAL BY CURB MANUF. CAP FLASHING AND FASTENERS ROOFING 51LCLIP (tm) APPROX. 8" O.G. SEE STRUCTURAL PER SPEC, 2x BLOCKING AS DRAWINGS ANGLES AND 2" NOMINAL 3-1/4" MINIMUM REQUIRED FRAMING AT UNIT OPENINGS O o ISOBOARD 4" CANT STRIP INSULATION NOTE: WOODFASTENED (DECK METAL ROOF ROOF MEMBRANE O ALL FLASHINGS, FASTENERS 4 CANTS DECK TO MEET ROOF MANUFACTURERS FIBER CANT STRIP WARRANTY REQUIREMENTS. SET IN BITUMEN 0 ----------------------- METAL ROOF DECK O PLUBMINn VENT FLASHING DETAIL 3 O �°O� cU DETAIL SCALE: I-1/2" = I'-0" SCALE: N.T.S. STEEL ANGLE STEEL ANGLE CAP METAL ROOF DRAIN DOME METAL OVERFLOW DRAIN TYPE "B" FLUE DOME - 4" HIGHER THAN FLASHING CLAMPED ROOF DRAIN DOME a 3 5/8" METAL STUD BY DRAIN FLANGES FRAMED HEADER 8" KNOCK -OUT BLOCK 4 WELL BEDDED IN ROOF SEE STRUCTURAL DRAWINGS. Lai SEALANT ROOFING CEMENT ROOF INSULATION INSULATION 5/8" GWB CONE FLASHING MEMBRANE ROOF ROOF o MEMBRANE MEMBRANE ROOF SINGLE PLY ROOFING INSULATION ° ROOFING FELTS OVER CONE S ° FLASHING TYPICAL BY ROOFING CONTRACTOR, METAL ROOF DECK } I METAL ROOF I METAL ROOF DECK DECK DECK CLAMP I DECK CLAMP DECK CLAMP ° I HEADEERR HEADERo TO ROOF LEADER TO OVERFLOW ° LEADER 5/8" GWB 8" CONCRETE BLOCK WALL. EXTERIOR GRADE SEE STRUCTURAL DRAWINGS. PLYWOOD°- � 1L SUPPORT BRACKET BRACE LADDER TO FRAME WALL a AT 4'-0" O.G. MAX. WITH 2 1/2" x FLAT STEEL BARS -BOLT AS X�-Iy4USt i0I�'INC PENETRATION DETAILO in AND OVERFLOW piv41N DETAIL3/8" $ 0 4 1%0 REQUIRED TO METAL STUD WALL O &GALE: 1 1/2" = I'-0" SCALE: 1-1/2" = 1'-0" a a O x PYRAMID SKY LIGHT 1/2" EXTERIOR GRADE BRACE LADDER TO FRAME WALL ° PLYWOOD SHEATHING AT 4'-0" O.G. MAX. WITH 2 1/2" x 3/8" FLAT STEEL BARS - BOLT AS _ a REQUIRED TO METAL STUD WALL 4" CANT STRIP SINGLE PLY ROOFING MEMBRANE 3" x 3" x 1/4" x 2"GCLIPPE0 8" CONCRETE BLOCK WALL. OVER 3-1/2" 16050ARD INSULATION ANGLE BOLT TO FLOOR SEE STRUCTURAL DRAWINGS. OVER METAL DECKING - S E WALL a SECTIONS AND ARCHITECT RAL 6" METAL STUD SPECIFICATIONS FRAMING AT 16" O.G. a CONCRETE FLOOR SLAB - SEE STRUCTURAL a 01-0" F.F.E. TOP OF SLAB STEEL BEAM - SEE STRUCTURAL DRAWINGS 3-5/5" METAL STUD 3-5/8" METAL STUD FRAMING AT 16" O.G. FRAMING AT 16" O.C. 0 O VERTICAL LADDER WITH ROOF HATCH X X SCALE: N.T.S. ---------------------- 5/8" GYPSUM BOARD 5b 35' - 4" A.F.F. TOP OF I I I SCREEN WALL , 6" x 2" H.S.S. 5 SKI' LIGHT SECTION SEE STRUCTURAL DRAWINGS 1 -1/8" SMOOTH SAND FLOAT FINISH 1/8 SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" METAL LATH OVER "TYVEK" _ _ BUILDING WRAP OVER 1/2" BUILDING WRAP OVER 1/2'' EXTERIOR GRADE PLYWOOD ALUMINUM COPING WITH 1/2 EXTERIOR GRADE EXTERIOR GRADE PLYWOOD SHEATHING HEMMED EDGE. SET CAP PLYWOOD SHEATHING SHEATHING 1 FLASHING IN ADHESIVE 6" x 6" H.S.S. COLUMN METAL ANGLE CONNECTION SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS I 6" x 2" H.S.S. SINGLE PLY ROOFING MEMBRANE SEE STRUCTURAL DRAWINGS I OVER 3-1/2" ISOBOARD INSULATION 5ELF-SEALING, I OVER METAL DECKING - SEE WALL " SELF -DRILLING 1 SECTIONS AND ARCHITECTURAL _ SCREW AT 24" O.G. Q SPECIFICATIONS SEALANT I SEALANT W I 1 I 1 1 EIFS PROFILE -SEE I EXTERIOR ELEVATIONS -+-' ' 6" x 2" N.S.S. SEE STRUCTURAL DRAWINGS j -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED 1/8" SMOOTH SAND FLOAT FINISH METAL LATH OVER "TYVEK" BUILDING WRAP OVER I/2" 1 STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" EXTERIOR GRADE PLYWOOD BUILDING WRAP OVER 1/2" SHEATHING EXTERIOR GRADE PLYWOOD I SHEATHING (o" x 6" P.S.S. COLUMN 1 3" x 3" STEEL ANGLE JOIST ' SEE STRUCTURAL DRAWINGS STIFFENER - SEE STRUCTURAL DRAWINGS STEEL GIRDER JOIST 4" x 4" STEEL ANGLE SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS O DETAIL O SCFMEN WALL SECTION SCALE: 1-1/2" = ''-O" SCALE: 1/2" = 1'-0" REVISIONS BY y 0r 00 cD co Y M N o--E a, t I- C", E y N v ca / N O C ,O V N `�•- rn o 3 a� IC-0 3 o CCv � C N I v] A - U Z O Zcn�� UO E-CW azw�a a �, �_ � Z& 4 C n 0 t � Z lv , Ok t lei ' d o U- ; i ©• _rr Lu Q r (u I CD .� O LV N.n j G B0. � y a - O 7 U � Z O Ln ' � M O M m E Q (n C U � 0 v O LL O p C v Vi U L> <n N v 0- O Q O T m N of N Z O � N v J W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet k5b H:\Project0rojeds 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architectural\A5ab - ROOF.dwg, 2/9/2018 8:25:45 AK JSimon, Xerox 6604 PS.pc3 I I 12 12 5 97 Q5.9 1 12 12 �, 5.9� • . ,Q5.9 I 12 I 12 12 8 -= - 1 12 12 OIEo4ST ELEVATION SCALE: 3/32" = 1'-0" OINORTH ELEVATION SCALE: 3/32" = I'-0" 'Jl UJEST ELEVATION SCALE: 3/32" = 1'-0" SOUTH ELEVATION SCALE: 3/32" = i'-0" Z ROOF TRUSS BEARING A.F.F. TOP OF MAIN PARAPET 29'-4" A.F.F. ROOF JOIST BEARING 14' -8" A.F.F. SECOND FLOOR 0'-0" F.F.E. TOP OF SLAB 35'-4" AFF. TOP OF PARAPET ---� 32'-0" AF.F. TOP OF MAIN PARAPET -- -- 29'-4" AFF. ROOF J01ST BEARING 14'-8" A.FF. SECOND FLOOR 0'-0" F.F.E. TOP OF SLAB 35'-4" A.F.F. ROOF TRUSS BEARING -- -' 32'-0" A.F.F. TOP OF MAIN PARAPET 29'-4" A.F.F. --- --- -- --- --- ROOF JOIST BEARING 14'-8" A.F.F. SECOND FLOOR 0'-0" F.F.E. TOP OF SLAB ROOF TRUSS BEARING — ' 32'-0" A.F.F. TOP OF MAIN PARAPET 29'-4" AF.F. ROOF JOIST BEARING 14'-8" A.F.F. SECOND FLOOR 0'-0" F.F.E. TOP OF SLAB KEYED NOTES 0 SPANISH STYLE CLAY ROOF - SEE WALL SECTIONS 0 WINDOW SYSTEM - SEE FLOOR PLANS AND WINDOW SCHEDULE ODOOR SYSTEM - SEE FLOOR PLANS AND DOOR SCHEDULE OSTUCCO CONTROL JOINTS (TYPICAL) U5 ALUMINUM COPING - SEE WALL SECTIONS OBUILDING SIGNAGE BY OWNER OFASCIA SYSTEM - SEE WALL SECTIONS OHALF ROUND ALUMINUM GUTTER SYSTEM - SEE ROOF PLAN U9 DECORATIVE 16" DIA. EIFS MEDALLION - SIMILAR TO "PINEAPPLE GROVE DESIGN" "COMPASS" MEDALLION (TYPICAL). 10 4" ROUND ALUMINUM DOWNSPOUT SYSTEM - PROVIDE SPLASH BLOCK II LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 12 RECESSED DECORATIVE TILE FINISH - SEE WALL SECTIONS 13 TYPICAL PARGE COAT RECESS PANEL - PROVIDE STUCCO STOP AS REQUIRED 14 SIDEWALK - SEE ARCHITECTURAL SITE PLAN 15 EXIT FOR OVERFLOW LEADER FROM ROOF - SEE ROOF PLAN 16 E.I.F.S. PROFILE - SEE DETAIL 5/A6b. 0 E.I.F.S, PROFILE - SEE DETAIL 6/A6b. IS E.I.F.S. CORNICE - SEE DETAIL i/A6b. 19 E.I.F.S. CORNICE - SEE DETAIL -1/A6b. 20 E.I.F.S. CORBEL - SEE DETAIL 9/A6b. 21 E.I.F.S. CORBEL - SEE DETAIL 8/A6b. 22 APPROXIMATE GRADE / PAVEMENT 23 BREAK DECORATIVE E.IF.S. BANDING AT DOWNSPOUT LOCATIONS. 24 SMOOTH SAND FLOAT STUCCO FINISH 25 FLAG POLE. GENERAL NOTES 1. ALL PITCHED ROOF SLOPES SHALL BE 5.'3:12 UNLESS NOTED OTHERWISE - SEE WALL SECTIONS, 2. EXTERIOR TO BE SMOOTH SAND FLOAT STUCCO FINISH (TYPICAL) 3. BUILDING EXTERIOR TO HAVE THREE (3) DIFFERENT COLORS. PAINT COLORS TO BE SELECTED BY ARCHITECT. KEY PLAN REVISIONS BY �i v 00 ILO M � m N U L Li. • —� Q 00 o C\J� U E / N 1—~ O V N it ¢E00 rn -0 o a� ti 3 o N � C �---. E ti h a N H�� M ;Y a+r W aa\ f I . Fy co F-q _ R f, 3 . 00 C -o o L y tr Q U � Z 0 rn Ln PO .� O M m J E U :3 U 0 0 O 0 U W i 0 v m ° C CL Q O A m -C a Z Q v J w L Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A6a H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A6ab - EXEL.dwg, 2/9/2018 8:25:33 AK JSimon, Xerox 6604 PS.pc3 4 6b 4 6b I KEYED NOTES 19 2 _ 12 5 Im - - •- 10 5 19 19 5 Im 1 12 12 10 5 - 19 O SPANISH STYLE CLAY ROOF -SEE WALL SECTIONS — 48 R4D _ � IS / _ 48" R4D --- O WINDOW SYSTEM - SEE FLOOR PLANS AND WINDOW SCHEDULE _ I 9 I ' 9 I v O DOOR SYSTEM - SEE FLOOR PLANS AND DOOR SCHEDULE n 1 ;✓ - - STUCCO CONTROL JOINTS (TYPICAL) 2m 2m 2m n —� .- -- -- 2m 2a n 20 RADIus 2m 5.9� u 24 a" RADIUS 1 O ALUMINUM COPING SEE WALL SECTIONS $ Y 8 O BUILDING SIGNAGE BY OWNER z ' I3 `, 13 2 y.., W - 2 13 ''^` IsL � 2TTTT 5.9� Q5.9 a a O FASCIA SYSTEM - SEE WALL SECTIONS i ' , 8O HALF ROUND ALUMINUM GUTTER SYSTEM - SEE ROOF PLAN 13 Il --------------- -- 13 II I! 13 � 13 8 FI,Q,RIDA MEDICAL CLINIC � �- �ca,L 15 a 9 DECORATIVE I(6' DIA. EIFS MEDALLION - SIMILAR TO "PINEAPPLE GROVE DESIGN" "COMPASS" MEDALLION (TYPICAL). 2 12 9 21 21 9 12 12 r 6 6 j 2m 2m -- � - --- 2m 2m 0 4" ROUND ALUMINUM DOWNSPOUT SYSTEM - PROVIDE SPLASH 11 11 I I� n 9 BLOCK 2 1 - 3 �I 16 16 13 � n 6 16 n 16 2 3 � o'k 3 16 16 � 2 � bb II 16 16 O LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS ���� - I �I I6 6 6 '` j I6 16 16 Im m � 6 6 6 0 16 I I6 124 _ � Im Im 12 13 - RECESSED DECORATIVE TILE FINISH SEE WALL SECTIONS TYPICAL PARGE COAT RECESS PANEL - PROVIDE STUCCO STOP 24 24 24 24 24 24 24 I 24 1'-411 1'-4" k 24 24 24 24 24 24 24 11 4'' 11_411 k t+l 24 24 c+1 24 24 14 AS REQUIRED SIDEWALK -SEE ARCHITECTURAL SITE PLAN 1'-4" 1'-4" 15 EXIT FOR OVERFLOW LEADER FROM ROOF - SEE ROOF PLAN 16 0 E.I.F.S, PROFILE - SEE DETAIL 5/A6b. E.I.F.S, PROFILE - SEE DETAIL 6/A6b. EAST ELEVATION O EAST ELEVATION O WEST ELEVATION O UJEST ELEVATION &GALE: 3/32" = I'-O" SCALE: 3/32'' 1'-0" SCALE: 3/32" = I'-O" SCALE: 3/32" = 1'-0" IS E.I.F,S. CORNICE -SEE DETAIL '1/A6b. I9 E.I.F.S. CORNICE - SEE DETAIL -1/A6b. 2 3 0 E.I.F.S. CORBEL - SEE DETAIL 9/A6b. 3" 2'-,a" 21 E.I.F.S. CORBEL - SEE DETAIL a/A61o. 22 APPROXIMATE GRADE / PAVEMENT 23 BREAK DEGORATIVE E.I.F.S. BANDING AT DOWNSPOUT LOCATIONS. 2L i I � _ SMOOTH SAND FLOAT STUCCO FINISH `v 25 FLAG POLE. II" 5 - 2" n I4 is, I I"L21 311 O O E/Ir-S. fmROFILE SCALE: 3" = 1'-0" - /y7 SCALE: 3" 1'-0" N `t 2'-0" c co I/2" I I/211 611 111 �Iri 1'_O' tt C-eNEf;?.4L NOTES 1. ALL PITCHED ROOF SLOPES SHALL BE 5.9:12 UNLESS NOTED OTHERWISE - SEE WALL SECTIONS. 1/211 3" 2'-0" 2'-m11 2. EXTERIOR TO BE SMOOTH SAND FLOAT STUCCO FINISH I" 2" 1/2" (TYPICAL) 4" 3. BUILDING EXTERIOR TO HAVE THREE (3) DIFFERENT COLORS. PAINT COLORS TO BE SELECTED BY ARCHITECT. O E.I P.S. PROFILE J(D E.I r-.5. CORNICE PROFILE 10 E.I.F.S. CORBEL PROFILE O E.I P.S. CORBEL PROFILE 13 DECOR►4T I VE CORBEL DETAIL SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3/4" = 1'-0" i KEY PLAN X 21-011 611 61� /�, 2'-K/" /� 2'-011 11 62'-0" y ` v I 4 _ (V (V CN 1 CV N 0 1 II� " i1/ 2'-01' II� 21.OII 21_011 311 2 O DECORATIVE CORBEL DETAIL 15 O DECORATIVE CE ORBL DETAIL SCALE: 3/41' = 1'-0" SCALE: 3/4" = 1'-0" REVISIONS BY i � r r U L- L ti E N Y, U ./ N r • U O � N 4 ¢�� o ° L N C'j A tl Hzw wE- C-) HAW ow�x AaaE-, � m (s., "4 0 . ozEU'� 0 %// -^ `A .�- mod: �y 1 ti � U -= <r o O d C W ^O J U � p, Z o p J N � M .� O M m J E >. Q " U :3 86 0 U O LL- _ W -° O p C a vj U U L > V) Q O >1 C) m s _ a N z O J w LL. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A6b H:`Projects Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A6ab - EXEL.dwg, 2/9 2018 8:25:21 AM, JSimoo, Xerox 6604 PS.pc3 Pf 151 M< BE 3" 0r Si STEEL IG)l DETAIL SCALE: I" = 1'-0" GI DETAIL SCALE: I" = 1'-0" OI DETAIL SCALE: I" = 1'-0" s r u a F 6 0 CMU WALL o BOND BEAM - SEE / STRUCTURAL / 3" CONCRETE FILL ON METAL DECK - ���--- - o ` STAIR MANUFACTURER TO SUBMIT DETAILED SHOP DRAWINGS SHOWING ALL COMPONENTS AND o ATTACHMENTS FOR STAIR LANDINGS IN STAIR TOWER 0 CONCRETE FILLED TREAD I "NOSING STEEL ANGLE SUPPORTS -WELD TO STRINGER PAN AND RISER = W r W r- d) STEEL SUBTREAD AND RISER STEEL STRINGER O d u° u a d a a a d ° d a ° 4 p d o (2) 1/4" 0 TAPCON SCREWS d ll 3/4" MIN. EMBED) CLIP ANGLE BY FOUNDATION STAIR MFR SEE STRUCTURAL (4 x 4 x 3/6" MIN) 17 I XtAVS G)jSTAIR I - SECTION O STAIR I - ELEVATION SCALE: 1/4" = I'-0" SCALE: 1/4" = I'-0" d nu�u (DIENLA D STAIR I FLAN - 2NO FLOOR SCALE: 1/4" = I'-0" 5' -0" 1 5' -0" 1. n OENLARGED STAR I PLAN - IST FLOOR SCALE: 1/4" = I'-0" KEYED NOTES OPRE-FAB STEEL STAIRS WITH CONCRETE PAN TREADS. SUBMIT SHOP DRAWINGS TO ARCHITECT, 0 8" C.M.U. WALL - SEE STRUCTURAL DRAWINGS OSTEEL HANDRAIL SYSTEM - SEE DETAILS O4 LANDING BY STAIR MFR OWALL FINISH TO BE STUCCO PARGE COAT - PAINTED OMINIMUM 30" x 48" AREA OF RESCUE ASSISTANCE CLEAR FLOOR SPACE. ODOOR / WINDOW SYSTEM - SEE FLOOR PLANS AND DOOR / WINDOW SCHEDULE OCONCRETE FLOOR SYSTEM - SEE STRUCTURAL DRAWINGS OSTEEL BEAM - SEE STRUCTURAL DRAWINGS 10 LINE OF EDGE OF LANDING ABOVE. II WALL FINISH TO BE BLOCK WITH FLUSH STRUCK JOINTS 12 AREA OF RESCUE ASSISTANCE SIGN AND TWO-WAY EMERGENCY COMMUNICATION SYSTEM, INSTRUCTIONS FOR SUMMONING ASSISTANCE VIA THE TWO-WAY COMMUNICATION SYSTEM AND WRITTEN IDENTIFICATION OF THE LOCATION SHALL BE POSTED ADJACENT TO THE TWO-WAY COMMUNICATION SYSTEM. SIGNAGE. SHALL COMPLY WITH THE [CC A IIl.1 REQUIREMENTS FOR VISUAL CHARACTERS. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 13 ROOF SYSTEM - SEE ROOF PLANS 14 VERTICAL LADDER FOR ROOF ACCESS. SEE LADDER DETAIL I/ASb. 15 42" HIGH STEEL GUARDRAIL 16 STANDPIPE AND FIRE DEPARTMENT VALVE - SEE FIRE PROTECTION DRAWINGS FOR EXACT LOCATION. it 36" HIGH ALUMINUM RAILING PER FBG 11-4.4.2, FIGURE BC -I IS ALL CONCRETE WALLS BELOW GRADE FORMING THE ELEVATOR SHAFT / PIT SHALL RECEIVE WATERPROOFING AS MANUFACTURED BY GRACE - "PROCOR" OR APPROVED EQUAL 19 ELEVATOR PIT ACCESS LADDER. 20 FIRE EXTINGUISHER IN CABINET - SEE DETAIL 2/1-52 AND. 3/1_52. 21 APPROXIMATE LOCATION OF SUMP PUMP - SEE PLUMBING DRAWINGS. 22 ELEVATOR EQUIPMENT - SEE ELEVATOR EQUIPMENT DRAWINGS. GENER,41.. NOTES I. STAIRS TO BE IN COMPLIANCE WITH ALL APPLICABLE CODES. 2011 FBC, SIXTH EDITION, SECTION I001 FLORIDA FIRE PREVENTION CODE 2011 SIXTH EDITION (2012 NFPA 101 LIFE SAFETY CODE FLORIDA EDITIOTABLE 12.2.2.1 (a) NEW STAIRS) REQUIRED PROVIDED MINIMUM WIDTH CLEAR OF 44 IN.t 36 IN. WHERE 52 INCHES (MIN.) ALL OBSTRUCTIONS, TOTAL OCCUPANT EXCEPT PROJECTIONS LOAD OF ALL STORIES NOT MORE THAN 3 1/2" IN. SERVED BY STAIRWAY AT OR BELOW HANDRAIL IS FEWER THAN 50 HEIGHT ON EACH SIDE MAX HEIGHT OF RISERS 1 INCHES 6.11 INCHES MIN HEIGHT OF RISERS 4 INCHES 6.11 INCHES MIN TREAD DEPTH 11 INCHES 11 INCHES MIN HEADROOM 6 FT 8 INCHES 10 FT 4 INCHES MAX HEIGHT BETWEEN LANDINGS 12 FT 0'-0" (SEE 12.1.3, 1.2.1.4.4.3.1 LANDING 4 1.2.2.3.2) MET REQ'TS 2. THESE DRAWINGS ARE FOR GUIDANCE. SUBMIT DETAILED SHOP DRAWINGS AND MANUFACTURER'S SPECIFICATIONS OF STAIRS AND ELEVATOR, SHOWING ALL COMPONENTS OF STRUCTURAL MEMBERS, RAILINGS AND CONNECTIONS. 3. BLOCK WITH PARGE COAT STUCCO PAINTED AT STAIR INTERIOR (TYPICAL) 4. PROPOSED ELEVATOR 15: OTIS ELEVATOR COMPANY HYDROFIT 4510 MODEL HYDROFIT HOSPITAL 4500" AT II F.P.M. SEISMIC 0/1 CONTACT: RICHARD DOLSON TELEPHONE: (813) 251-1841 REVISIONS BY �i Y m N cm Q 00 0 E y 0 a cz y n / _ a O C U •� O� U N � t- it Q E ' 3 �--, NCn � o ) N a tt ' Al t a. o a k ° v � Q N O FO Ln M .� O M m J O Q (n -00 C •0 U O 0 U ° ° -C a� 13- 0 Q 0D C z 0 J W . 13. 18 NOTED L gr: AAY S Job: 15-025 Sheet Ala H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architectural\A7abc - STAIR & ELEV.dwg, 2/8/2018 4:56:17 PM, JSimon, Xerox 6604 PS.pc3 °L TOP RAIL PICKETS WITH ,P) 4CER/ =L TOP RAIL PICKETS :R J(DI DETAIL SCALE: I" = I'-0" 0 STAIR 2 - SECTION SCALE: 1/4" = 1'-0" CMU WALL BOND BEAM SEE STRUCTURAL d d 3" CONCRETE FILL d ON METAL DECK d - a a 4— a ----° — — — a--- a d a d O STAIR MANUFACTURER TO SUBMIT DETAILED SHOP ° d DRAWINGS SHOWING ALL d COMPONENTS AND ATTACHMENTS FOR STAIR LANDINGS IN STAIR TOWER d 0 IG)l DETAIL C F �0I DETAIL SCALE: I" = I'-0" v Q O STAIR 2 - ELEVATION SCALE: 1/4" = 1'-0" IV IICCfiV7 STEEL ANGLE SUPPORTS -WELD TO STRINGER PAN AND RISER STEEL SUBTREAD AND RISER STEEL STRINGER (2)1/4" 0 TAPCON SCREWS (1 3/4" MIN. EMBED) FOUNDATION SEE STRUCTURAL K n C quo 8l, 26'-0" all 12'-5" V-311 5'-411 LANDING 4 S TREADS LANDING lb r- 26 25 24 23 22 21 20 15 18 11 ° I I 20 2 5 DN I I � I 6 2 I I L J 5 2 5 15 3 12 13 14 15 16 14 3 lb <v FE if I Lq lb 21'-4" OI9MLA D STAIR NO.1 PLAN - 2ND FLOOR SCALE: 1/4" = 1'-0" ')-1, I" O ENLARGED STAIR 2 PLAN - 1ST FLOOR SCALE: 1/4" = I'-0" KEYED ED NOTES 0 PRE-FAB STEEL STAIRS WITH CONCRETE PAN TREADS. SUBMIT SHOP DRAWINGS TO ARCHITECT. O8" C.M.U. WALL - SEE STRUCTURAL DRAWINGS 3O STEEL HANDRAIL SYSTEM - SEE DETAILS OLANDING BY STAIR MFR OWALL FINISH TO BE STUCCO PARGE COAT - PAINTED OMINIMUM 30" x 48" AREA OF RESCUE ASSISTANCE CLEAR FLOOR SPACE, ODOOR / WINDOW SYSTEM - SEE FLOOR PLANS AND DOOR / WINDOW SCHEDULE OS CONCRETE FLOOR SYSTEM - SEE STRUCTURAL DRAWINGS OSTEEL BEAM - SEE STRUCTURAL DRAWINGS 10 LINE OF EDGE OF LANDING ABOVE. 11 WALL FINISH TO BE BLOCK WITH FLUSH STRUCK JOINTS 12 AREA OF RESCUE ASSISTANCE SIGN AND TWO-WAY EMERGENCY COMMUNICATION SYSTEM, INSTRUCTIONS FOR SUMMONING ASSISTANCE VIA THE TWO-WAY COMMUNICATION SYSTEM AND WRITTEN IDENTIFICATION OF THE LOCATION SHALL BE POSTED ADJACENT TO THE TWO-WAY COMMUNICATION SYSTEM. SIGNAGE SHALL COMPLY WITH THE ICC A 111.1 REQUIREMENTS FOR VISUAL CHARACTERS. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION, 13 ROOF SYSTEM - SEE ROOF PLANS 14 VERTICAL LADDER FOR ROOF ACCESS. SEE LADDER DETAIL I/A5b. 15 42" HIGH STEEL GUARDRAIL 16 STANDPIPE AND FIRE DEPARTMENT VALVE - SEE FIRE PROTECTION DRAWINGS FOR EXACT LOCATION. 0 36" HIGH ALUMINUM RAILING PER FBC 11-4.4.2, FIGURE BC -I IS ALL CONCRETE WALLS BELOW GRADE FORMING THE ELEVATOR SHAFT / PIT SHALL RECEIVE WATERPROOFING AS MANUFACTURED BY GRACE - "PROCOR" OR APPROVED EQUAL 19 ELEVATOR PIT ACCESS LADDER. 20 FIRE EXTINGUISHER IN CABINET - SEE DETAIL 2/L52 AND 3/1-52. 21 APPROXIMATE LOCATION OF SUMP PUMP - SEE PLUMBING DRAWINGS. 22 ELEVATOR EQUIPMENT - SEE ELEVATOR EQUIPMENT DRAWINGS. GENER�4L NOTES I. STAIRS TO BE IN COMPLIANCE WITH ALL APPLICABLE CODES. 2011 FBC, SIXTH EDITION, SECTION 1001 FLORIDA FIRE PREVENTION CODE 2011 SIXTH EDITION (2012 NFPA 101 LIFE SAFETY CODE FLORIDA EDITIOTABLE 12.2.2.1 (a) NEW STAIRS) REQUIRED PROVIDED MINIMUM WIDTH CLEAR OF 44 IN.± 36 IN. WHERE 52 INCHES (MIN.) ALL OBSTRUCTIONS, TOTAL OCCUPANT EXCEPT PROJECTIONS LOAD OF ALL STORIES NOT MORE THAN 3 1/2" IN. SERVED BY STAIRWAY AT OR BELOW HANDRAIL IS FEWER THAN 50 HEIGHT ON EACH SIDE MAX HEIGHT OF RISERS 1 INCHES 6.11 INCHES MIN HEIGHT OF RISERS 4 INCHES 6.11 INCHES MIN TREAD DEPTH II INCHES 11 INCHES MIN HEADROOM 6 FT 8 INCHES 10 FT 4 INCHES MAX HEIGHT BETWEEN LANDINGS 12 FT 0'-0" (SEE 1.2.1.3, 1.2.1.4.4.3.1 LANDING 4 1.2.2.3.2) MET REQ'TS 2. THESE DRAWINGS ARE FOR GUIDANCE. SUBMIT DETAILED SHOP DRAWINGS AND MANUFACTURER'S SPECIFICATIONS OF STAIRS AND ELEVATOR, SHOWING ALL COMPONENTS OF STRUCTURAL MEMBERS, RAILINGS AND CONNECTIONS. 3. BLOCK WITH PARGE COAT STUCCO PAINTED AT STAIR INTERIOR (TYPICAL) 4. PROPOSED ELEVATOR IS: OTIS ELEVATOR COMPANY HYDROFIT 4510 MODEL HYDROFIT HOSPITAL 45000 AT II F.P.M. SEISMIC 0/1 CONTACT: RICHARD DOLSON TELEPHONE: (813) 251-1841 REVISIONS BY u 00 CD C y A N E �I Q � a o x ti N ►�� o c U N �d ¢Q > E 00 r- 3 3 3 CN N ./ � E o ao N co i •. "' �V 00 CD r_ ✓, CDL af O w Q a � y _j cr O U Z O N .� � M O M m J E �. (1) Q iT) 'E 0 U •O V 0 0 — uJ 0 U ° — rn =v °� -C CL m 0 >• Q 0° C Z O Q J W L .— Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Alb MU'rojects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architecwml\A7abc - STAIR & ELEV.dwg, 2/8/2018 4:56:07 PM, JSimon, Xerox 6604 PS.pc3 5'-5 3/8" 1. 4'-6 5/8" ° 46 ° \ ,1 ° S ,y12" 2' -_ 0" ° Q v V% 19 n ` �/ / Ala v v 8 10'-0" u g 101 ELEVATOR PIT PLAN SCALE: 1/4" = I'-0" :t z z CL N Q 0 ELEVATOR TOWER SECTION SCALE: 1/4" = I'-0" cp 13 OI1ST FLOOR - ELEVATOR PLAN SCALE: 114" = 1'-0" N 6 I F v d D ELEVATOR TOWER SECTION SCALE: 1/4" = I'-0" (DI2ND FLOOR - ELEVATOR PLAN SCALE: 1/4" = I'-0" KEYED NOTES OPRE-FAB STEEL STAIRS WITH CONCRETE PAN TREADS. SUBMIT SHOP DRAWINGS TO ARCHITECT. O8" C.M.U. WALL - SEE STRUCTURAL DRAWINGS OSTEEL HANDRAIL SYSTEM - SEE DETAILS OLANDING BY STAIR MFR OWALL FINISH TO BE STUCCO PARGE COAT - PAINTED G6 MINIMUM 30" x 48" AREA OF RESCUE ASSISTANCE CLEAR FLOOR SPACE. ODOOR / WINDOW SYSTEM - SEE FLOOR PLANS AND DOOR / WINDOW SCHEDULE SO CONCRETE FLOOR SYSTEM - SEE STRUCTURAL DRAWINGS 0 STEEL BEAM - SEE STRUCTURAL DRAWINGS 10 LINE OF EDGE OF LANDING ABOVE, II WALL FINISH TO BE BLOCK WITH FLUSH STRUCK JOINTS 12 AREA OF RESCUE ASSISTANCE SIGN AND TWO-WAY EMERGENCY COMMUNICATION SYSTEM, INSTRUCTIONS FOR SUMMONING ASSISTANCE VIA THE TWO-WAY COMMUNICATION SYSTEM AND WRITTEN IDENTIFICATION OF THE LOCATION SHALL BE POSTED ADJACENT TO THE TWO-WAY COMMUNICATION SYSTEM. SIGNAGE SHALL COMPLY WITH THE [CC A 111.1 REQUIREMENTS FOR VISUAL CHARACTERS. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 13 ROOF SYSTEM - SEE ROOF PLANS 14 VERTICAL LADDER FOR ROOF ACCESS. SEE LADDER DETAIL 1/,A5b. 15 42" HIGH STEEL GUARDRAIL 16 STANDPIPE AND FIRE DEPARTMENT VALVE - SEE FIRE PROTECTION DRAWINGS FOR EXACT LOCATION. 0 36" HIGH ALUMINUM RAILING PER FBC I1-4.4.2, FIGURE BC -I I8 ALL CONCRETE WALLS BELOW GRADE FORMING THE ELEVATOR SHAFT / PIT SHALL RECEIVE WATERPROOFING AS MANUFACTURED BY GRACE - "PROCOR" OR APPROVED EQUAL 19 ELEVATOR PIT ACCESS LADDER. 20 FIRE EXTINGUISHER IN CABINET - SEE DETAIL 2/1_52 AND 3/L52. 21 APPROXIMATE LOCATION OF SUMP PUMP - SEE PLUMBING DRAWINGS. 22 ELEVATOR EQUIPMENT - SEE ELEVATOR EQUIPMENT DRAWINGS. GENERv4L NOTES I, STAIRS TO BE IN COMPLIANCE WITH ALL APPLICABLE CODES. 2011 FBC, SIXTH EDITION, SECTION 1001 FLORIDA FIRE PREVENTION CODE 2011 SIXTH EDITION (2012 NFPA 101 LIFE SAFETY CODE FLORIDA EDITIOTABLE 12.2.2.1 (a) NEW STAIRS) REQUIRED PROVIDED MINIMUM WIDTH CLEAR OF 44 IN.t 36 IN, WHERE 52 INCHES (MIND ALL OBSTRUCTIONS, TOTAL OCCUPANT EXCEPT PROJECTIONS LOAD OF ALL STORIES NOT MORE THAN 3 1/2" IN, SERVED BY STAIRWAY AT OR BELOW HANDRAIL IS FEWER THAN 50 HEIGHT ON EACH SIDE MAX HEIGHT OF RISERS 1 INCHES 6.11 INCHES MIN HEIGHT OF RISERS 4 INCHES 6.11 INCHES MIN TREAD DEPTH 11 INCHES 11 INCHES MIN HEADROOM 6 FT 8 INCHES 10 FT 4 INCHES MAX HEIGHT BETWEEN LANDINGS 12 FT 9'-0" (SEE 1.2.1.3, 1.2.1.4.4.3.1 LANDING 8 1.2.2.3.2) MET REQ'TS 2. THESE DRAWINGS ARE FOR GUIDANCE. SUBMIT DETAILED SHOP DRAWINGS AND MANUFACTURER'S SPECIFICATIONS OF STAIRS AND ELEVATOR, SHOWING ALL COMPONENTS OF STRUCTURAL MEMBERS, RAILINGS AND CONNECTIONS. 3. BLOCK WITH PARGE COAT STUCCO PAINTED AT STAIR INTERIOR (TYPICAL) 4. PROPOSED ELEVATOR IS: OTIS ELEVATOR COMPANY HYDROFIT 4510 MODEL HYDROFIT HOSPITAL 45000 AT II F.P.M. SEISMIC 0/1 CONTACT: RICHARD DOLSON TELEPHONE: (813) 251-1841 REVISIONS BY f� / I V' 4 00 M N LZ ro E d Y Cn C O G ./ O C . U it ` • IN > Q E ¢a-0 o ao 3 a, t— 3 N O � C �^ o N x ` Cl) Ca C, o o 1: 3 � 11 ii C O Z 00 rn c J 04 Ln .� � M O- M m J E Q (!1 -gyp C U o ° 0 - W LL_ L. 0 v U> v U U V) i CL �a0 3 0D a N W C N z O o J w Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A7c H:\Prcjects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A7abc - STAIR & ELEV.dwg, 2/8/2018 4:55:56 PM, JSimon, Xerox 6604 P&pd KEYED NOTES OI SPAN16H "S" STYLE, CLASS A, CLAY ROOF SYSTEM OVER ICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS U2 STEEL GROSS BRACING - SEE STRUCTURAL DRAWINGS. OEMBED PLATE AND STRUCTURAL CONNECTOR - SEE STRUCTURAL DRAWINGS lO4 STANLEY DURA-GLIDE BI-PARTING DOOR SYSTEM. SEE DOOR SCHEDULE, OSTOREFRONT DOOR SYSTEM - SEE DOOR SCHEDULE. OPRE-ENGINEERED METAL TRUSSES - SEE STRUCTURAL DRAWINGS OBACKER ROD AND SEALENT SO CONTINUOUS CANT - SEE ROOF PLANS 9O STEEL BAR JOIST - SEE STRUCTURAL DRAWINGS 10 STEEL BEAM - SEE STRUCTURAL DRAWINGS 11 STRUCTURAL CONNECTOR - SEE STRUCTURAL DRAWINGS. 12 3-1/2" MIN, ISOBOARD INSULATION (R-20) OVER METAL DECKING. 13 STEEL ANGLE - SEE STRUCTURAL DRAWINGS 14 CHANNEL SCREED DCS-625-15 BY FRY-REGLET OR APPROVED EQUAL. 15 CONCRETE SLAB OVER METAL DECKING - SEE STRUCTURAL DRAWINGS 16 REINFORCED CONCRETE TfE-BEAM - SEE STRUCTURAL DRAWINGS 1� PRECAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS IS G REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS 19 8" G.M.U. BLOCK WALL - SEE STRUCTURAL DRAWINGS 20 3-5/6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 21 6" METAL STUD FRAMING AT 16" O.G. - SEE STRUCTURAL DRAWINGS 22 MODIFIED BITUMINOUS SHEET ROOFING SYSTEM OVER MIN. 3-1/2" fSOBOARD INSULATION OVER METAL DECKING - PROVIDE TAPERED INSULATION AT 1/4" PER FOOT AT FLAT JOISTS - SEE ROOF PLAN 23 REINFORCED CONCRETE SLAB - SEE STRUCTURAL DRAWINGS A I I AS 1 AS� 24 FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS doom sas ome, ons 41ED mia 25 APPROXIMATE GRADE FF I ' -- -- ------------- --- FF. i i_ -- 32'-0" A.F.F. 26 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE. STRUCTURAL DRAWINGS TOP OF TOP321-01, TOP OF ' --- ' PARAPET I --- I PARAPET I -- ' PARAPET 2l -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER HIGH RIB 22 8 0 22 8 50 ZZ 8 50 STRUCTURAL METAL LATH. 28 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" BUILDING WRAP OVER 1/2" EXTERIOR GRADE I 2cJ'-4" A.F.F. 2V-4" A.F.F. 29'-4' A.F.F. PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS _ JOIST BEARING JOIST BEARING , JOIST BEARING 29 DECORATIVE MEDALLION - SEE EXTERIOR ELEVATIONS 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO 29 21 21 IS 31 CONCRETE SIDEWALK - SEE SITE PLAN. --- 19 26 -8 A.F.F, 19 A.F.F. 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 40 28 40 BOTTOM 40 _ BOTTOM 33 E.I.F.S. WINDOW TRIM PROFILE - SEE EXTERIOR ELEVATIONS FOR 21 14 OF SOFFIT 14 OF SOFFIT DETAILS. 34 J-MOULDING JDM-625 BY FRY-REGLET OR APPROVED EQUAL. 33 24'-8" A.F.F. 30 30 35 BRICK THIN PAVERS IN A HERRINGBONE PATTERN WITH BRICK TOP OF 40 BORDER OVER THINSET GROUT OVER 4" CONCRETE SLAB - BRICK 45 E.I.F.S BAND 45 TO BE SELECTED BY ARCHITECT 14 11 33 36 E.I.F.S. SILL BLOCK PROFILE - SEE EXTERIOR ELEVATIONS FOR r , 45 ' 22'-8" A.F.F. TOP OF 3l DETAILS. 8" x 8" OPENING IN BLOCK TO ALLOW THE ROOF DRAIN LEADER TO MASONRY PASS THROUGH - SEE ROOF PLANS i ` 30 AS OPENING 38 ROOF DRAIN SYSTEM -SEE ROOF PLAN. MIN,1009 so39 2 43 LEADER SYSTEM FROM ROOF OVERFLOW DRAIN TO TERMINATE 8" ABOVE GRADE - SEE ROOF PLAN. OVERFLOW LEADER TO 40 A& 40 TERMINATE OUT 6" ABOVE GRADE AND ROOF DRAIN LEADER TO MANIFOLD AND CONNECT TO UNDERGROUND STORM SYSTEM. SEE 19 21 19 8 CIVIL DRAWINGS. 4i AS 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER 1" 14a RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO 18'-0„ UNDERSIDE OF FLOOR AND/OR ROOF DECK. 40 BOTTOM OF 41 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 30 19 , MASONRY OPENING 42 BASE - SEE FINISH FLOOR PLANS --- 41 30 43 ALUMINUM STOREFRONT WINDOW SYSTEM - SEE WINDOW SCHEDULE 32 42 32 42 14 32 42 34 44 PARGE COAT STUCCO AT RECESS PANEL - PROVIDE STUCCO 15 15 13 15 13 STOP AS REQUIRED - SEE EXTERIOR ELEVATIONS FOR LOCATIONS 13 - - -- - - 14'-B" AFF. I 14'-8" A.F.F. 14'-8" A.F.F. 45 LAY -IN ACOUSTICAL CEILING - SEE REFLECTED CEILING PLANS TOP OF 2ND ° - TOP OF 2ND ; TOP OF 2ND FLOOR SLAB 0 FLOOR SLAB 44 FLOOR SLAB 46 CROWN / CORNER MOLDING - SEE REFLECTED CEILING PLANS 10 10 10 CERAMIC TILE OVER SCRATCH COAT STUCCO OVER PAPER 18Dommans loop BACKED METAL LATH OVER "TYVEK" BUILDING WRAP OVER 1/2" 19 19 19 EXTERIOR GRADE PLYWOOD SHEATHING AS 48 �9 48 5/8" GYPSUM WALL BOARD OVER 3/4" P.T. FURRING STRIPS II II 49 PEDIMAT - RECESS INTO SLAB AS REQUIRED 40 40 14 40 34 50 E.I.F.S. CORNICE TRIM - SEE EXTERIOR ELEVATIONS FOR DETAILS. 30 30 51 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 45 w l'3 45 40 52 FLASHING AS REQUIRED. 21 Z 14 1� 33 53 PAVEMENT / DRIVEWAY - SEE SITE PLAN. 41 45 �` — 8'-0" AF.F. 54 STEEL BEAM CONNECTION - SEE STRUCTURAL DRAWINGS. - - - U -- TOP OF MASONRY 55 CONCRETE RAMP - SEE SITE PLAN. — - - 40 30 i" x 8" E.I.F.S. TRIM AROUND TILE FINISH. 19 4 A 43 57 STUCCO PARGE COAT, alloor, X LL KEY PLAN 10 36 3'-4" A.F.F. 3'-4" A.F.F. - ' F.F. TOP OF TOP OF BOTTOM OF 3 E.I.F.S BAND E.1F.6 BAND l MASONRY 2 28 c0 19 36 1 3 v 30 21 40 30 1 32 42 , 3Z 42 32 42 23 25 31 23�25110J0'-0" ' 25 F.F.E. 0'-C" F.F.E. , 0'-0" F.F.E. - TOP OF SLAB �r ` \\ TOP OF SLAB -- -- i '�' — TOP OF SLAB 26 � < 24 A 24 24 Z 1 3 3 I 2 OWALL SECTION O WALL SECTION 3 O WALL SECTION SCALE: 3/8" = V-0" SCALE: 3/8" = 1'-0" SCALE: 3/8" = I'-0" REVISIONS BY �i Cn N -0 r o i Z"" N U c ti Y n O C U s ►•ter c> V N cd Lo a, E ~ '- rn 0 o 3 ti 3 O .� N Cn � c 0 ►�—. ) a CV M l; a UA d ` ( 1 IV � C y Cn O 7 U .� Z O J Cr- 04 _ ' � M O M -m J--E - (Dai7,-ca''E � V O _ L LI O � v :D a�>i s CL N Q O Q m C N N Z Q a J W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A8a H:\ProjectsTrojects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A8abcdefghi-WSEC.dwg, 2/8/2018 4:48:01 PK JSimon, Xerox 6604 PS.pc3 KEYED NOTES OI SPANISH "S" STYLE, CLASS A, CLAY ROOF SYSTEM OVER ICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS OSTEEL CROSS BRACING - SEE STRUCTURAL DRAWINGS. OEMBED PLATE AND STRUCTURAL CONNECTOR - SEE STRUCTURAL DRAWINGS 4U STANLEY DURA-GLIDE BI-PARTING DOOR SYSTEM. SEE DOOR SCHEDULE. OSTOREFRONT DOOR SYSTEM - SEE DOOR SCHEDULE. OPRE-ENGINEERED METAL TRUSSES - SEE STRUCTURAL DRAWINGS OBACKER ROD AND SEALENT 8D CONTINUOUS CANT - SEE ROOF PLANS OSTEEL BAR JOIST - SEE STRUCTURAL DRAWINGS 10 STEEL BEAM - SEE STRUCTURAL DRAWINGS II STRUCTURAL CONNECTOR - SEE STRUCTURAL DRAWINGS. 12 3-1/2" MIN. ISOBOARD INSULATION (R-20) OVER METAL DECKING. 13 STEEL ANGLE - SEE STRUCTURAL DRAWINGS 14 CHANNEL SCREED DCS-iii BY FRY-REGLET OR APPROVED EQUAL. 15 CONCRETE SLAB OVER METAL DECKING - SEE STRUCTURAL DRAWINGS 16 REINFORCED CONCRETE TIE -BEAM - SEE STRUCTURAL DRAWINGS 12 Q5.9 6 0PRECAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS ,I 1 IS REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS 3 19 8" G.M.U. BLOCK WALL - SEE STRUCTURAL DRAWINGS ASh 20 3-5/6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 3 12 A 21 6" METAL STUD FRAMING AT 16" O.C. - SEE STRUCTURAL DRAWINGS ' 35'-4" AFF. 22 MODIFIED BITUMINOUS SHEET ROOFING SYSTEM OVER MIN. 3-1/2" TRUSS ISOBOARD INSULATION OVER METAL DECKING - PROVIDE ' ' �ams MEMO BEARING TAPERED INSULATION AT 1/4" PER FOOT AT FLAT JOISTS - SEE ROOF PLAN IS , 18 21 23 REINFORCED CONCRETE SLAB - SEE STRUCTURAL DRAWINGS I AS----- I AS 19 19 50 24 FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS _-----� 25 APPROXIMATE GRADE I r 32'-0" AF.F. I _ _. — - -- I _ 32'-0" AFF. 30 26 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL DRAWINGS 8 TOP OF TOP of I --- ' PARAPET I - I PARAPET 2l 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER HIGH RIB 38 I 50 22 8 50 STRUCTURAL METAL LATH. 22 I I _ 29 28 -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL __ I 12 LATH OVER "TYVEK" BUILDING WRAP OVER 1/2" EXTERIOR GRADE GNP=' ��� 29'-4" APP. JOIST BEARING ___ GE GE� _ _ 29'-4" A.F.F. JOIST BEARING I _ 29'-4" A.F.F.PLYWOOD JOIST BEARING 29 SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS DECORATIVE MEDALLION - SEE EXTERIOR ELEVATIONS 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO IS IS 21 9 l ' , 31 CONCRETE SIDEWALK - SEE SITE PLAN. 9 29 9 28 A.F.F.. 19 33 1 26'-8" A.F.F.0FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 40 28 -- 40 BOTTOM OF SOFFIT 40 481t TOP OF E.LF.S. BAND 33 E.I.F.S. WINDOW TRIM PROFILE - SEE EXTERIOR ELEVATIONS FOR 21 14 DETAILS. 19 34 J-MOULDING JDM-625 BY FRY-REGLET OR APPROVED EQUAL. AFF 30 35 BRICK THIN PAVERS IN A HERRINGBONE PATTERN WITH BRICK TOP OF TOP 40 30 BORDER OVER THINSET GROUT OVER 4" CONCRETE SLAB - BRICK 45 E.IF.S BAND 45 TO BE SELECTED BY ARCHITECT 11 G 33 36 E.I.F.S. SILL BLOCK PROFILE - SEE EXTERIOR ELEVATIONS FOR % 45 _ _ _ 22'-8" A.F.F. TOP OF 4 ASh DETAILS. 8" x 8" OPENING IN BLOCK TO ALLOW THE ROOF DRAIN LEADER TO I MASONRY PASS THROUGH - SEE ROOF PLANS l AS OPENING ' 38 ROOF DRAIN SYSTEM - SEE ROOF PLAN, 2 43 40 I 39 LEADER SYSTEM FROM ROOF OVERFLOW DRAIN TO TERMINATE 8" A 19 I _ ABOVE GRADE - SEE ROOF PLAN. OVERFLOW LEADER TO TERMINATE OUT 6" ABOVE GRADE AND ROOF DRAIN LEADER TO 40 I MANIFOLD AND CONNECT TO UNDERGROUND STORM SYSTEM. SEE 8 CIVIL DRAWINGS. 19 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER 1" RIGID INSULATION, GYPSUM BOARD AND INSULATION TO EXTEND TO 18'-0" A.F.F. UNDERSIDE OF FLOOR AND/OR ROOF DECK. 40_Gb( BOTTOM OF 6 41 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 19 MASONRY - .r OPENING F BASE - SEE FINISH FLOOR PLANS 41 30 2 A 43 ALUMINUM STOREFRONT WINDOW SYSTEM - SEE WINDOW SCHEDULE 32 42 MGM 32 42 34P, 44 PARGE COAT STUCCO AT RECESS PANEL - PROVIDE STUCCO 15 13 i 15 13 15 13 I =' 14'-8 A.F.F. STOP AS REQUIRED - SEE EXTERIOR ELEVATIONS FOR LOCATIONS 14'-8' A.FF, 14'-8" A.F.F. ' - _' _ _ TOP OF 2ND 45 LAY -IN ACOUSTICAL CEILING - SEE REFLECTED CEILING PLANS TOP OF 2ND _, TOP OF 2ND ' FLOOR SLAB FLOOR SLAB 44 FLOOR SLAB IS 46 CROWN / CORNER MOLDING - SEE REFLECTED CEILING PLANS 10 10 10 ' CERAMIC TILE OVER SCRATCH COAT STUCCO OVER PAPER W U IS , 27 CEILING HEIGHT BACKED METAL LATH OVER "TYVEK" BUILDING WRAP OVER 1/2" 19 3 19 9 19 5 EXTERIOR GRADE PLYWOOD SHEATHING A AS ASh 48 5/8" GYPSUM WALL BOARD OVER 3/4" P.T. FURRING STRIPS 40 39 40 40 49 PEDIMAT - RECESS INTO SLAB AS REQUIRED � 21 34 50 E.IF.S. CORNICE TRIM - SEE EXTERIOR ELEVATIONS FOR DETAILS. 41 30 51 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 45 40 45 41 52 FLASHING AS REQUIRED. z Z it 33 ® 53 PAVEMENT / DRIVEWAY - SEE SITE PLAN. p 45 I %; ' - - 8'-0" A.F.F. 54 STEEL BEAM CONNECTION - SEE STRUCTURAL DRAWINGS. TOP OF MA5_U 55 CONCRETE RAMP - SEE 517E PLAN. - �►� OPEN it W 56 I" x 6" E.I.F.S. TRIM AROUND TILE FINISH. 4 � 40 A 51 STUCCO PARGE GOAT. X40 KEY PLAN 'LL 5 36 Q SEE 36 3'-4" A.F.F. r V-4" A.F.F. 28 TOP OF TOP OF E.IF.S BAND E.IRS BAND 21 39 30 X SIM 32 42 1 31 32 31 32 42 l z I 3 I 23 25 23 23 35 0'-0" F.F.E.0'-0" F.F.E.0'-0" F.F.E. TOP OF SLAB ° TOP OF SLAB TOP OF SLAB 26 i 31 24 24 24 �� 2 3 I O WALL SECTION O WALL SECTION (DI WALL SECTION SCALE: 3/5" = I'-0" SCALE: 3/6" = 1'-0" SCALE: 3/8" = I'-0" REVISIONS BY �i u ' GO CO Y u r]Zo LL. • 7C E r N U Y ti rn c m o c 4 • ■ O V N d Q ti E �I ¢¢��.3 3 r- CV cv .;'.4 as y ro n c c% y CL -� N v; O U Z 0 rn U-) � M .� O M m J E Q (n C � U � •O 86 U O 0 l.1_ _ LLJ -° 0 v v v; rn v Q O m a Z Q v J �, LL Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A8b H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A8abcdefghi-WSEC.dwg, 2/8/2018 4:47:51 PM, JSimon, Xerox 6604 PS.pc3 KEYED NOTES Ol SPANISH "S" STYLE, CLASS A, CLAY ROOF SYSTEM OVER ICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 5/6" EXTERIOR GRADE PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS OSTEEL CROSS BRACING — SEE STRUCTURAL DRAWINGS. OEMBED PLATE AND STRUCTURAL CONNECTOR — SEE STRUCTURAL DRAWINGS OSTANLEY DURA—GLIDE BI—PARTING DOOR SYSTEM. SEE DOOR SCHEDULE. OSTOREFRONT DOOR SYSTEM — SEE DOOR SCHEDULE. OPRE—ENGINEERED METAL TRUSSES — SEE STRUCTURAL DRAWINGS OBACKER ROD AND SEALENT SO CONTINUOUS CANT — SEE ROOF PLANS OSTEEL BAR JOIST — SEE STRUCTURAL DRAWINGS 10 STEEL BEAM — SEE STRUCTURAL DRAWINGS II STRUCTURAL CONNECTOR — SEE STRUCTURAL DRAWINGS. 12 3-1/2" MIN. ISOBOARD INSULATION (R-20) OVER METAL DECKING. 13 STEEL ANGLE — SEE STRUCTURAL DRAWINGS 14 CHANNEL SCREED DC5-625-15 BY FRY—REGLET OR APPROVED EQUAL, 15 CONCRETE SLAB OVER METAL DECKING — SEE STRUCTURAL DRAWINGS 16 REINFORCED CONCRETE TIE —BEAM — SEE STRUCTURAL DRAWINGS 0 PRECAST CONCRETE LINTEL — SEE STRUCTURAL DRAWINGS IS REINFORCED KNOCK —OUT BLOCK TIE BEAM — SEE STRUCTURAL DRAWINGS 19 8" C.M,U. BLOCK WALL — SEE STRUCTURAL DRAWINGS 20 3-5/8" METAL STUD FRAMING — SEE STRUCTURAL DRAWINGS 21 6" METAL STUD FRAMING AT 16" O.G. — SEE STRUCTURAL DRAWINGS 22 MODIFIED BITUMINOUS SHEET ROOFING SYSTEM OVER MIN. 3-1/2" ISOBOARD INSULATION OVER METAL DECKING — PROVIDE TAPERED INSULATION AT 1/4" PER FOOT AT FLAT JOISTS — SEE ROOF PLAN 23 REINFORCED CONCRETE SLAB — SEE STRUCTURAL DRAWINGS 6 6 6 24 FOUNDATION SYSTEM — SEE STRUCTURAL DRAWINGS Sh A8h Sh APPROXIMATE D _ 32'-0' A.F.F. I — I 32'-0' A,FF. I — _ 32'-0' A.F,F. 26 CLEAN,COMPACTED,TREATED FILL -SEE STRUCTURAL DRAWINGS TOP OF TOP OF TOP OF PARAPET I --- PARAPET I --- I PARAPET 2l -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER HIGH RIB 22 I 8 0 22 I S 50 22 I S 50 STRUCTURAL METAL LATH. 28 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL ___ ___ I __ I LATH OVER TYVEK BUILDING WRAP OVER 1/2 EXTERIOR GRADE 29'-4" AFF. VARIES VARIES PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS pm I ��� JOIST BEARING `�� �� JOIST BEARING ��� JOIST BEARING 29 DECORATIVE MEDALLION - SEE EXTERIOR ELEVATIONS ` 2 2 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO 29 �� 21 � 21 IS 2 18 2 31 CONCRETE SIDEWALK - SEE SITE PLAN. 9 19 9 19 --- 28 26'-8" AFF. 19 • 28 A.FF, 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 40 28 40 ---- ---- -- ---- ---- -- BOTTOM OF SOFFIT 40 -- - BOTTOM OF SOFFIT 33 E,I.F.S. WINDOW TRIM PROFILE - SEE EXTERIOR ELEVATIONS FOR 21 28 28 DETAILS. 30 0 34 J-MOULDING JDM-625 BY FRY-REGLET OR APPROVED EQUAL. 33 _ - 24'-8" A,FF. 14 14 35 BRICK THIN PAVERS IN A HERRINGBONE PATTERN WITH BRICK TOP OF 40 BORDER OVER THINSET GROUT OVER 4" CONCRETE SLAB -BRICK 45 E.I,F.S. BAND 30 45 TO BE SELECTED BY ARCHITECT I� 33 30 36 E.I.F.S. SILL BLOCK PROFILE - SEE EXTERIOR ELEVATIONS FOR 45 �- - 22'-8" A.F.F. DETAILS. - - TOP OF 37 8" x 8" OPENING IN BLOCK TO ALLOW THE ROOF DRAIN LEADER TO MASONRY - 14 PASS THROUGH - SEE ROOF PLANS OPENING 38 ROOF DRAIN SYSTEM - SEE ROOF PLAN. 2 A8 43 30 39 LEADER SYSTEM FROM ROOF OVERFLOW DRAIN TO TERMINATE 8" ABOVE GRADE - SEE ROOF PLAN. OVERFLOW LEADER TO TERMINATE OUT 6" ABOVE GRADE AND ROOF DRAIN LEADER TO MANIFOLD AND CONNECT TO UNDERGROUND STORM SYSTEM. SEE 21 8 CIVIL DRAWINGS. AS 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER 1" 41 14 RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO 40 40 18'-0" AFF. UNDERSIDE OF FLOOR AND/OR ROOF DECK. BOTTOM OF 40 41 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 19 19 MASONRY 19 30 OPENING 42 BASE -SEE FINISH FLOOR PLANS --- 41 30 43 ALUMINUM STOREFRONT WINDOW SYSTEM - SEE WINDOW SCHEDULE 42 --- 42 34 42 �� 14 44 PARGE GOAT STUCCO AT RECE55 PANEL - PROVIDE STUCCO 15 r 13 15 r 13 15 r 13 , STOP AS REQUIRED - SEE EXTERIOR ELEVATIONS FOR LOCATIONS 14'-8" AF.F. I 14'-8" A.F.F. I 14'-8" A.F.F. 45 LAY -IN ACOUSTICAL CEILING -SEE REFLECTED CEILING PLANS _ - — TOP OF 2ND _ I TOP OF 2ND _ TOP OF 2ND FLOOR SLAB 44 FLOOR SLAB 30 FLOOR SLAB 46 CROWN / CORNER MOLDING - SEE REFLECTED CEILING PLANS 10 I - I `� 10 I I I cN 10 I IS CERAMIC TILE OVER SCRATCH GOAT STUCCO OVER PAPER r U I BACKED METAL LATH OVER "TYVEK" BUILDING WRAP OVER 1/2" w 19 EXTERIOR GRADE PLYWOOD SHEATHING 5/8" GYPSUM WALL BOARD OVER 3/4" P.T. FURRING STRIPS ASh ASh ASh 49 PEDIMAT - RECESS INTO SLAB AS REQUIRED 34 50 E.I.F.S. CORNICE TRIM - SEE EXTERIOR ELEVATIONS FOR DETAILS. 40 --- 3: 40 40 14 51 I/2" EXTERIOR GRADE PLYWOOD SHEATHING 40 30 45 21 � 33 45 30 52 FLASHING AS REQUIRED. 4'1 � 14 53 PAVEMENT / DRIVEWAY — SEE SITE PLAN. 0 45 ' 8'-0" A.F.F. 54 STEEL BEAM CONNECTION - SEE STRUCTURAL DRAWINGS. - U TOP OF MASONRY OPENING 55 CONCRETE RAMP - SEE SITE PLAN. AS 56 I" x 8" E.I.F.S. TRIM AROUND TILE FINISH. 4 A � 43 30 5l STUCCO PARGE COAT. 73 40 X 10 y 1 PLAN --- = 0 A5 36 � - 3'-4" A.F.F. -- - - - V-4" A.FF. V-4" A.F.F. TOP OF BOTTOM OF — BOTTOM OF E.I,F.S BAND l 36 MASONRY 36 Y 28 19 OPENING OPENING v 30 30 19 21 40 32 42 31 32 42 soft32 42 � 3 23 25 23 25 31 23 25 31 2 0'-0" F.F.E. 0'-0" F.F.E. 0'-0" F.F.E.1 v •`\ \ \ ' r• .. TOP OF SLAB \/\\Y _\\ \ r ; / � \ \ 8 r / ,,, ' \fir\ � •e � TOP OF SLAB • • 8 TOP OF SLAB 26 5 v• 5 2 2 3 24 �• %� A8 24 /\ y \ q 24 e �� A81 3 2 1 2 3 O WALL SECTION O WALL SECTION 3 O WALL SECTION I' SCALE: 3/8" = -0" SCALE: 3/8" = I'-0" SCALE: 3/8" = I'-0" REVISIONS BY �i u / 00 0--U CO CO CV LL, o r' C- r__ a U ' £ ti U \� 0-3 C - n ./ o o � R ro it C E o Q rn - - co 3 a � 3 ti 3 ti . a W`"` \ ,\ r J • .•'.. c Q aU. Y 1 L n CL O N • � M O M m O Q (!1 —°° C V U ° •O U O LL_ _ LLJ L_ 0 ° m ° �' =v °' -C ° � N L. Q O T Q m t a O C N z O ° J W L_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A8c H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A8abcdefghi-WSEC.dwg, 2/8/2018 4:47:41 PK JSimon Xerox 6604 PS.pc3 LJ 14'-8" A,F.F. TOP OF 2ND FLOOR SLAB OIL 0'-0" F.F.E. TOP OF SLAB 101 CANOPY SECTION LEAST c, loPY) SCALE: 3/8" = I'-0" 18' - 8" A.F.F. TRUSS BEARING 16'-011 A.F.F. BOTTOM OF SOFFIT 13' - S" A.F.F. BOTTOM OF SOFFIT 01 CANOPY SCALE: 3/8" = 1'-0" SECTION r� -8" A.F.F. RUSE BEARING '-8" A.F.F. OTTOM F SOFFIT -a" A.F.F. OTTOM F SOFFIT -4" A.F.F. OTTOM OF 7-11 ASONRY PEN ING -0" F.F.E. DP OF SLAB KEYED NOTES OI 6PAN16H "S" STYLE, CLASS A, CLAY ROOF SYSTEM OVER ICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS OSTEEL CROSS BRACING - SEE STRUCTURAL DRAWINGS. OEMBED PLATE AND STRUCTURAL CONNECTOR - SEE STRUCTURAL DRAWINGS OSTANLEY DURA-GLIDE BI-PARTING DOOR SYSTEM. SEE DOOR SCHEDULE. OSTOREFRONT DOOR SYSTEM - SEE DOOR SCHEDULE. OPRE-ENGINEERED METAL TRUSSES - SEE STRUCTURAL DRAWINGS OBACKER ROD AND SEALENT SO CONTINUOUS CANT - SEE ROOF PLANS OSTEEL BAR JOIST - SEE STRUCTURAL DRAWINGS 10 STEEL BEAM - SEE STRUCTURAL DRAWINGS II STRUCTURAL CONNECTOR - SEE STRUCTURAL DRAWINGS. 12 3-1/2" MIN. ISOBOARD INSULATION (R-20) OVER METAL DECKING. 13 STEEL ANGLE - SEE STRUCTURAL DRAWIN65 14 CHANNEL SCREED BY FRY-REGLET OR APPROVED EQUAL. 15 CONCRETE SLAB OVER METAL DECKING - SEE STRUCTURAL DRAWINGS 16 REINFORCED CONCRETE TIE -BEAM - SEE STRUCTURAL DRAWINGS ID PRECAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS 18 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS 19 8" C.M.U. BLOCK WALL - SEE STRUCTURAL DRAWINGS 20 3-5/8" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 21 6" METAL STUD FRAMING AT 16" O.G, - SEE STRUCTURAL DRAWINGS 22 MODIFIED BITUMINOUS SHEET ROOFING SYSTEM OVER MIN. 3-1/2" ISOBOARD INSULATION OVER METAL DECKING - PROVIDE TAPERED INSULATION AT 1/4'' PER FOOT AT FLAT JOISTS - SEE ROOF PLAN 23 REINFORCED CONCRETE SLAB - SEE STRUCTURAL DRAWINGS 24 FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS 25 APPROXIMATE GRADE 26 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL DRAWINGS 2D -1/8'' SMOOTH SAND FLOAT FINISH STUCCO OVER HIGH RIB STRUCTURAL METAL LATH. 28 1/5" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" BUILDING WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS 29 DECORATIVE MEDALLION - SEE EXTERIOR ELEVATIONS 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO 31 CONCRETE SIDEWALK - SEE BITE PLAN. 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 E.I.F.S. WINDOW TRIM PROFILE - SEE EXTERIOR ELEVATIONS FOR DETAILS. 34 J-MOULDING JDM-625 BY FRY-REGLET OR APPROVED EQUAL, 35 BRICK THIN PAVERS IN A HERRINGBONE PATTERN WITH BRICK BORDER OVER THINSET GROUT OVER 4" CONCRETE SLAB - BRICK TO BE SELECTED BY ARCHITECT 36 E.I.F.S, SILL BLOCK PROFILE - SEE EXTERIOR ELEVATIONS FOR DETAILS. G8" x 8" OPENING IN BLOCK TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 38 ROOF DRAIN SYSTEM - SEE ROOF PLAN. 39 LEADER SYSTEM FROM ROOF OVERFLOW DRAIN TO TERMINATE 8" ABOVE GRADE - SEE ROOF PLAN. OVERFLOW LEADER TO TERMINATE OUT 6" ABOVE GRADE AND ROOF DRAIN LEADER TO MANIFOLD AND CONNECT TO UNDERGROUND STORM SYSTEM. SEE CIVIL DRAWINGS. 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER 1" RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO UNDERSIDE OF FLOOR AND/OR ROOF DECK. 41 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 42 BASE - SEE FINISH FLOOR PLANS 43 ALUMINUM STOREFRONT WINDOW SYSTEM - SEE WINDOW SCHEDULE 44 PARGE COAT STUCCO AT RECESS PANEL - PROVIDE BTUGGO STOP AS REQUIRED - SEE EXTERIOR ELEVATIONS FOR LOCATIONS 45 LAY -IN ACOUSTICAL CEILING - SEE REFLECTED CEILING PLANS 46 GROWN / CORNER MOLDING - SEE REFLECTED CEILING PLANS 4T CERAMIC TILE OVER SCRATCH COAT STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" BUILDING WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 48 5/8" GYPSUM WALL BOARD OVER 3/4" P.T. FURRING STRIPS 49 PEDIMAT - RECESS INTO SLAB AS REQUIRED 50 E.I.F.S. CORNICE TRIM - SEE EXTERIOR ELEVATIONS FOR DETAILS. 51 1/2'' EXTERIOR GRADE PLYWOOD SHEATHING 52 FLASHING AS REQUIRED. 53 PAVEMENT / DRIVEWAY - SEE SITE PLAN, 54 STEEL BEAM CONNECTION - SEE STRUCTURAL DRAWINGS. 55 CONCRETE RAMP - SEE SITE PLAN. 56 1" x 8" E.I.F.S. TRIM AROUND TILE FINISH. 5T STUCCO PARGE COAT. KEY PLAN REVISIONS BY �i �v M N L LL o N cd I` V J E U O C f-ti 00 U N cd t �J , Q E ~ Q rn c _ 00 3 3 ti 3 N r` a o n N ix VJ U v, y,37 `J v' co " �) N el. L PLC,, 9 � Q 23 Q+ r o cD O _j y 1 �^ U L^`L Wv; O V Z 0 rn p J N Ln M .� O M m J E �. N Q (N •O — U O L- _ LLi O p L p to U U> N 6 t CL N Q O >1 0 m t _ a z O p J LL1 LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A8d H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A8abcdefghi-WSEC.dwg, 2/8/2018 4:47:31 PM, ]Simon, Xerox 6604 PS.pc3 14'-8" A. TOP OF FLOOR 0'-0" F.F TOP OF 0 CANOPY SECTION CUJ�sT OANOPY) SCALE: 3/8" = I'-0" 4' A.F.F, �S RING roll A.F.F. rL TOM 71 iOFFIT A.F.F. 55 5EARINGIV " A.F.F. TOM >OFF I T A.FF, TOM OF ONRY N ING )" FRE. OF SLAB KEYED NOTES OSPANISH "S" STYLE, CLASS A, CLAY ROOF SYSTEM OVER ICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS OSTEEL CROSS BRACING - SEE STRUCTURAL DRAWINGS. OEMBED PLATE AND STRUCTURAL CONNECTOR - SEE STRUCTURAL DRAWINGS OSTANLEY DURA-GLIDE BI-PARTING DOOR SYSTEM. SEE DOOR SCHEDULE. OSTOREFRONT DOOR SYSTEM - SEE DOOR SCHEDULE. OPRE-ENGINEERED METAL TRUSSES - SEE STRUCTURAL DRAWINGS OBACKER ROD AND SEALENT OCONTINUOUS CANT - SEE ROOF PLANS OSTEEL BAR JOIST - SEE STRUCTURAL DRAWINGS 10 STEEL BEAM - SEE STRUCTURAL DRAWINGS II STRUCTURAL CONNECTOR - SEE STRUCTURAL DRAWINGS. 12 3-1/2" MIN. ISOBOARD INSULATION (R-20) OVER METAL DECKING. 13 STEEL ANGLE - SEE STRUCTURAL DRAWINGS 14 CHANNEL SCREED DCS-625-15 BY FRY-REGLET OR APPROVED EQUAL. 15 CONCRETE SLAB OVER METAL DECKING - SEE STRUCTURAL DRAWINGS 16 REINFORCED CONCRETE TIE -BEAM - SEE STRUCTURAL DRAWINGS Il PRECAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS IS REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL G DRAWINGS 19 8" C.M.U. BLOCK WALL - SEE STRUCTURAL DRAWINGS 20 3-5/6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 21 6" METAL STUD FRAMING AT 16" O.C. - SEE STRUCTURAL DRAWINGS 22 MODIFIED BITUMINOUS SHEET ROOFING SYSTEM OVER MIN, 3-1/2" ISOBOARD INSULATION OVER METAL DECKING - PROVIDE TAPERED INSULATION AT 1/4" PER FOOT AT FLAT JOISTS.- SEE ROOF PLAN 23 REINFORCED CONCRETE SLAB - SEE STRUCTURAL DRAWINGS 24 FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS 25 APPROXIMATE GRADE 26 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL DRAWINGS 2l 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER HIGH RIB STRUCTURAL METAL LATH. 28 l/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" BUILDING WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS 29 DECORATIVE MEDALLION - SEE EXTERIOR ELEVATIONS 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO 31 CONCRETE SIDEWALK - SEE SITE PLAN, 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 E.I.F.S. WINDOW TRIM PROFILE - SEE EXTERIOR ELEVATIONS FOR DETAILS. 34 J-MOULDING JDM-625 BY FRY-REGLET OR APPROVED EQUAL. 35 BRICK THIN PAVERS IN A HERRINGBONE PATTERN WITH BRICK BORDER OVER THINSET GROUT OVER 4" CONCRETE SLAB - BRICK TO BE SELECTED BY ARCHITECT 3ro E.I.F.S. SILL BLOCK PROFILE - SEE EXTERIOR ELEVATIONS FOR DETAILS. 0 8" x 8" OPENING IN BLOCK TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 38 ROOF DRAIN SYSTEM - SEE ROOF PLAN. 39 LEADER SYSTEM FROM ROOF OVERFLOW DRAIN TO TERMINATE 8" ABOVE GRADE - SEE ROOF PLAN. OVERFLOW LEADER TO TERMINATE OUT fo" ABOVE GRADE AND ROOF DRAIN LEADER TO MANIFOLD AND CONNECT TO UNDERGROUND STORM SYSTEM, SEE CIVIL DRAWINGS, 40 5/6" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER 1" RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO UNDERSIDE OF FLOOR AND/OR ROOF DECK, 41 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 42 BASE - SEE FINISH FLOOR PLANS 43 ALUMINUM STOREFRONT WINDOW SYSTEM - SEE WINDOW SCHEDULE 44 PARGE COAT STUCCO AT RECESS PANEL - PROVIDE STUCCO STOP AS REQUIRED - SEE EXTERIOR ELEVATIONS FOR LOCATIONS 45 LAY -IN ACOUSTICAL CEILING - SEE REFLECTED CEILING PLANS 46 CROWN / CORNER MOLDING - SEE REFLECTED CEILING PLANS 4l CERAMIC TILE OVER SCRATCH COAT STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" BUILDING WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 48 5/8" GYPSUM WALL BOARD OVER 3/4" P.T. FURRING STRIPS 49 PEDIMAT - RECESS INTO SLAB AS REQUIRED 50 E.I.F.S. CORNICE TRIM - SEE EXTERIOR ELEVATIONS FOR DETAILS. 51 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 52 FLASHING AS REQUIRED. 53 PAVEMENT / DRIVEWAY - SEE SITE PLAN. 54 STEEL BEAM CONNECTION - SEE STRUCTURAL DRAWINGS. 55 CONCRETE RAMP - SEE SITE -PLAN. — 56 I" x 8" E.I.F.S. TRIM AROUND TILE FINISH. 5l STUCCO PARGE COAT. KEY PLAN REVISIONS BY �i u G' GO ►.- U CO co 'ItN EZ ' ro _ I—' ° o x C-'J ' E co N N L1 M U ./ • O C t C> ct U ON d Q E ~ d rn 0 c 3 N 0 N v o O c` CD 01 Li Q o y c cr, O v, Z 0 C J (V U-) � M .:3 O M m J E-- O Q (N -Op C V- C�6 .O U O L.L. _ LJJ O v > o CL a� Q 0 >• 0° a (D IV Z Q v J w 1.� Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A8e H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A8abcdefghi-WSEC.dwg, 2/8/2018 4:47:21 PM, JSimon, Xerox 6604 PS.pc3 I I — -1 Oc,4NOPY SECTION CENT c toP�r) SCALE: 3/8" = I'-0" �' - 4" A.F.F. RUSE BEARING 3'-8" A.F.F. BOTTOM OF ,OFF I T )'-0" F.F.E. OF OF SLAB (DI CMOPY SECTION (EST CANOPY) SCALE: 3/8" = I'-0" NOTES Ol SPANISH "S" STYLE, CLASS A, CLAY ROOF SYSTEM OVER ICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS f�2 STEEL CROSS BRACING - SEE STRUCTURAL DRAWINGS. OEMBED PLATE AND STRUCTURAL CONNECTOR - SEE STRUCTURAL DRAWINGS �4 STANLEY DURA-GLIDE BI-PARTING DOOR SYSTEM. SEE DOOR SCHEDULE. �5 STOREFRONT DOOR SYSTEM - SEE DOOR SCHEDULE. OPRE-ENGINEERED METAL TRUSSES - SEE STRUCTURAL DRAWINGS OBACKER ROD AND SEALENT OCONTINUOUS CANT - SEE ROOF PLANS OSTEEL BAR JOIST - SEE STRUCTURAL DRAWINGS 10 STEEL BEAM - SEE STRUCTURAL DRAWINGS II STRUCTURAL CONNECTOR - SEE STRUCTURAL DRAWINGS. 12 3-1/2" MIN. 15050ARD INSULATION (R-20) OVER METAL DECKING. 13 STEEL ANGLE - SEE STRUCTURAL DRAWINGS 14 CHANNEL SCREED DCS-49>25-15 BY FRY-REGLET OR APPROVED EQUAL. 15 CONCRETE SLAB OVER METAL DECKING - SEE STRUCTURAL DRAWINGS 16 REINFORCED CONCRETE TIE -BEAM - SEE STRUCTURAL DRAWINGS Il PRECAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS IS REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS 19 8" C.M.U. BLOCK WALL - SEE STRUCTURAL DRAWINGS 20 3-5/6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 21 6" METAL STUD FRAMING AT 16" O.G. - SEE STRUCTURAL DRAWINGS 22 MODIFIED BITUMINOUS SHEET ROOFING SYSTEM OVER MIN. 3-1/2" ISOBOARD INSULATION OVER METAL DECKING - PROVIDE TAPERED INSULATION AT 1/4" PER FOOT AT FLAT JOISTS - SEE ROOF PLAN 23 REINFORCED CONCRETE SLAB - SEE STRUCTURAL DRAWINGS 24 FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS 25 APPROXIMATE GRADE 26 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL DRAWINGS 2D 7/8" SMOOTH SAND FLOAT FINISH STUCCO OVER HIGH RIB STRUCTURAL METAL LATH. 28 -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" BUILDING WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS 29 DECORATIVE MEDALLION - SEE EXTERIOR ELEVATIONS 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO 31 CONCRETE SIDEWALK - SEE SITE PLAN. 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 E.I.F.S. WINDOW TRIM PROFILE - SEE EXTERIOR ELEVATIONS FOR DETAILS. 34 J-MOULDING JDM-625 BY FRY-REGLET OR APPROVED EQUAL. 35 BRICK THIN PAVERS IN A HERRINGBONE PATTERN WITH BRICK BORDER OVER THINSET GROUT OVER 4" CONCRETE SLAB - BRICK TO BE SELECTED BY ARCHITECT 36 E.I.F.S. SILL BLOCK PROFILE - SEE EXTERIOR ELEVATIONS FOR DETAILS. 3l 8" x 8" OPENING IN BLOCK TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 38 ROOF DRAIN SYSTEM - SEE ROOF PLAN. 39 LEADER SYSTEM FROM ROOF OVERFLOW DRAIN TO TERMINATE 8" ABOVE GRADE - SEE ROOF PLAN. OVERFLOW LEADER TO TERMINATE OUT 6" ABOVE GRADE AND ROOF DRAIN LEADER TO MANIFOLD AND CONNECT TO UNDERGROUND STORM SYSTEM. SEE CIVIL DRAWINGS. 40 5/6" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER 1" RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO UNDERSIDE OF FLOOR AND/OR ROOF DECK. 41 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 42 BASE - SEE FINISH FLOOR PLANS 43 ALUMINUM STOREFRONT WINDOW SYSTEM - SEE WINDOW SCHEDULE 44 PARGE COAT STUCCO AT RECESS PANEL - PROVIDE STUCCO STOP AS REQUIRED - SEE EXTERIOR ELEVATIONS FOR LOCATIONS 45 LAY -IN ACOUSTICAL CEILING - SEE REFLECTED CEILING PLANS 46 CROWN / CORNER MOLDING - SEE REFLECTED CEILING PLANS TRUSS BEARING 4l CERAMIC TILE OVER SCRATCH COAT STUCCO OVER PAPER 12'-8" A.F.F. BACKED METAL LATH OVER "TYVEK" BUILDING WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 48 5/8" GYPSUM WALL BOARD OVER 3/4" P.T. FURRING STRIPS BOTTOM OF SOFFIT 49 PEDIMAT - RECESS INTO SLAB AS REQUIRED 50 E.I.F.S. CORNICE TRIM - SEE EXTERIOR ELEVATIONS FOR DETAILS. 51 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 52 FLASHING AS REQUIRED, 53 PAVEMENT / DRIVEWAY - SEE SITE PLAN, 54 STEEL BEAM CONNECTION - SEE STRUCTURAL DRAWINGS. 55 CONCRETE RAMP - SEE SITE PLAN. 56 I" x 8" E.I.F.S. TRIM AROUND TILE FINISH. 51 STUCCO PARGE COAT. 0'-0" F.F.E. TOP OF SLAB KEY PLAN REVISIONS BY �i u 00 CO Y m CV U a r` U NCD o a s v CD V U.) d • Ln ? t Q E ~ o Q rn �--� - z N 3 o N Cn .. U W x �-' M \,t �i �•rnF J 'm N O C p qq G1 -� cn O 7 U rc � Z 0 c J N Lo .� O M M _J E >. O < V) C V U 0 O � 86 � U — ui O p > V) v � _ a� Q 0 >1 p m -r- a a N z O p J w L_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A8f H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A8abcdefghi-WSEC.dwg, 218/2018 4:47:11 PK Aimon, Xerox 6604 PS.pc3 ALUMINUM COPING WITH HEMMED EDGE. SET CAP FLASHING IN ADHESIVE 1/2" EXTERIOR GRADE PLYWOOD SHEATHING METAL ANGLE CONNECTION SEE STRUCTURAL DRAWINGS SELF-SEALING, SELF -DRILLING SCREW AT 24" O.C. MODIFIED BITUMINOUS ROOFING SYSTEM - EXTEND ON PARAPET UP AND OVER TOP OF PARAPET WALL AND UNDER COPING. 8" CMU BLOCK WALL - SEE STRUCTURAL DRAWINGS MODIFIED 4" CONTINUOUS BITUMINOUS SHEET CANT STRIP ROOFING 3-1/2" MIN. ISOBOARD k INSULATION METAL ROOF DECK - SEE STRUCTURAL DRAWINGS STEEL BAR JOIST - SEE STRUCTURAL DRAWINGS 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER 1" RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO UNDERSIDE OF ROOF DECK O DETAIL SCALE: I" = I'-0" METAL STUD FRAMING SEE STRUCTURAL DRAWINGS MODIFIED BITUMINOUS ROOFING SYSTEM - EXTEND ON PARAPET UP AND OVER TOP OF PARAPET WALL AND UNDER COPING. --- --------------- g : : : i P m : : 8" CMU BLOCK WALL - SEE 1/6" SMOOTH SAND FLOAT STRUCTURAL DRAWINGS FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP 5/8" GYPSUM WALL BOARD OVER OVER 1/2" EXTERIOR GRADE 3/4" FURRING STRIPS OVER I" RIGID PLYWOOD SHEATHING. INSULATION. GYPSUM BOARD AND COORDINATE WITH INSULATION TO EXTEND TO STRUCTURAL DRAWINGS UNDERSIDE OF FLOOR DECK 6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS BASEBOARD - SEE FINISH SCHEDULE ° STRUCTURAL CONNECTION SEE STRUCTURAL DRAWINGS CONCRETE SLAB - SEE STRUCTURAL DRAWINGS BACKER ROD AND SEALANT x STUCCO PARGE COAT x x APPROXIMATE GRADE d, a ° a d CLEAN, COMPACTED / ",i // //� TERMITE TREATED FILL\\�/��/�\ , / //V/ // v �,����� 1/2" ISOLATION JOINT d a %\ \ I�%, FOOTING SYSTEM- SEE STRUCTURAL DRAWINGS 71 CONCRETE FOOTER - SEE STRUCTURAL DRAWINGS DETAIL SCALE: 1" = 1'-0" 8" CMU BLOCK WALL - SEE STRUCTURAL DRAWINGS — 5/5" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER 1" RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO UNDERSIDE OF ROOF DECK BASEBOARD - SEE FINISH SCHEDULE CONCRETE SLAB OVER METAL DECKING - SEE STRUCTURAL DRAWINGS —� a ANCHOR BOLT I- SEE STRUCTURAL DRAWINGS STEEL ANGLE - SEE STRUCTURAL DRAWINGS 5/5" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO UNDERSIDE OF FLOOR DECK 5/8" SMOOTH J-MOULDING FRY-REGLET 8" KNOCK-O SEE STRUCTU PARGE COA' SAND FLOAT FINISH STUCCO IDM-625 BY OR APPROVED EQUAL. T BLOCK ZAL DRAWINGS r STUCCO FINISH 8" CMU BLOCK WALL - SEE STRUCTURAL DRAWINGS — 5/8" GYPSUM WALL BOARD OVER3/4" FURRING STRIPS 4 RIGID INSULATION. GYPSUM AND INSULATION TO EXTENC UNDERSIDE OF ROOF DECK O DETAIL SCALE: I" = I'-0" 6" CMU BLOCK STRUCTURAL DI 5/8" GYPSUM W. OVER 3/4" FURF OVER I" RIGID GYPSUM BOAR INSULATION TO UNDERSIDE OF BASEBOARD - FINISH SCHEDUI CONCRETE SL c METAL DECKING STRUCTURAL D ANCHOR BOLT STRUCTURAL D STEEL ANGLE - STRUCTURAL D 5/5" GYPSUM W OVER 3/4" FURI OVER I" RIGID GYPSUM BOARI INSULATION TO UNDERSIDE OF �I DETAIL SCALE: I" = I'-0" 2" )VER 1" ° BOARD ° > TO ° u n WALL - SEE 2AWINGS 4LL BOARD ZING STRIPS NSULATION. D AND =XTEND TO ROOF DECK SEE E B OVER � - SEE ZAWINGS ° ° ° ° a a a - SEE RAWINGS SEE RAWINGS 4LL BOARD ZING STRIPS NSULAT ION. �) AND EXTEND TO FLOOR DECK o ° ° ° SEALANT 5/6" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO UNDERSIDE OF FLOOR DECK 8" CMU BLOCK WALL SEE STRUCTURAL DRAWINGS u 6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS FOR FASTENING AND CONNECTION INFORMATION, SEE STRUCTURAL DRAWINGS CERAMIC TILE OVER SCRATCH COAT STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 5/5" SMOOTH SAND FLOAT FINISH STUCCO CHANNEL SCREED DCS-625-75 BY FRY-REGLET OR APPROVED EQUAL, 8" KNOCK -OUT BLOCK SEE STRUCTURAL DRAWINGS 5/8" SMOOTH SAND FLOAT FINISH STUCCO ALUMINUM ST REFRONT WINDOW SYSTEM SEE WINDOW CHEDULE SEALANT ALUMINUM SI L PLAN SEE WINDOW PCHEDULE AND DETAIL E.I.F.S: PROFIL E SEE EXTERIOR ELEVATIONS 5/8" SMOOTH SAND FLOAT FINISH STUCCO 6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS FOR FASTENING AND —° 8" CMU BLOCK WALL - SEE CONNECTION INFORMATION, STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS 5/8" GYPSUM WALL BOARD ° OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION. ° x GYPSUM BOARD AND INSULATION TO EXTEND TO x " UNDERSIDE OF ROOF DECK ° ---- - —° 8" CMU BLOCK WALL - STRUCTURAL DRAWINGS BASEBOARD - SEE ° FINISH SCHEDULE CONCRETE SLAB OVER ' METAL DECKING - SEE STRUCTURAL DRAWINGS ° a a 5/8 GYPSUM WALL BOA J LIGHT FIXTURE FRRING PS OV ANCHOR BOLT -SEE SEE ELECTRICAL RIGIDUNSULATION3/4" I GYPS STRUCTURAL DRAWINGS DRAWINGS AND INSULATION TO EXT a UNDERSIDE OF FLOOR G STEEL ANGLE - SEE STRUCTURAL DRAWINGS a° CERAMIC TILE OVER SCRATCH 5/8" GYPSUM WALL BOARD ° COAT STUCCO OVER PAPER OVER 3/4" FURRING STRIPS BACKED METAL LATH OVER OVER I" RIGID INSULATION. "TYVEK" STUCCO WRAP OVER GYPSUM BOARD AND 1/2" EXTERIOR GRADE ° INSULATION TO EXTEND TO PLYWOOD SHEATHING UNDERSIDE OF FLOOR DECK ° 6" METAL STUD FRAMING - _ SEE STRUCTURAL DRAWINGS O3 DETAIL O DETAIL SCALE: I" - 1'-0" SCALE: I" I'-0" 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO UNDERSIDE OF ROOF DECK RAWINGS SYSTEM NG PLAN EE S 8" CMU BLOCK WALL SEE STRUCTURAL D SUSPENDED CEILING SEE REFLECTED CEILI CONCRETE LINTEL - S STRUCTURAL DRAWING (DI DETAIL SCALE: 1" = 1'-0" 5/8" GYPSUM WALL BC OVER 3/4" FURRING ST OVER I" RIGID INSULAI GYPSUM BOARD AND INSULATION TO EXTENC UNDERSIDE OF ROOF I 8" CMU BLOCK WALL SEE STRUCTURAL DRA SUSPENDED CEILING SEE REFLECTED CEILI CONCRETE LINTEL - 51 STRUCTURAL DRAWING SEALANT 5/8" SMOOTH SAND FLOAT FINISH STUCCO CHANNEL SCREED DCS-625-15 BY FRY-REGLET OR APPROVED EQUAL, 5/8" SMOOTH SAND FLOAT FINISH STUCCO PROFILE SE E EXTERIOR ELEVATIONS SEALANT ALUMINUM STOREFRONT WINDOW SYSTEM SEE WINDOW SCHEDULE PARGE COAT STUCCO FINISH J-MOULDING JDM-625 BY FRY-REGLET OR APPROVED EQUAL. 5/6" SMOOTH SAND FLOAT FINISH STUCCO E.I.F.S. PROFILE SEE EXTERIOR ELEVATIONS SEALANT ALUMINUM STOREFRONT DOOR SYSTEM SEE DOOR SCHEDULE SEAL 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER 1" RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO UNDERSIDE OF FLOOR DECK 8" CMU BLOCK WALL SEE STRUCTURAL DRAWINGS OIDETAIL SCALE: 1" 1'-0" EMBED PLATE AND STRUCTURAL CONNECTOR SEE STRUGTUP ^' ^— """"'— 9 DETAIL (DI DETAIL (DI DETAIL 12 DETAIL O SCALE: I" = I'-0" SCALE: I" = I'-0" SCALE: I" = 1'-0" SCALE: I" = I'-0" CERAMIC TILE OVER SCRATCH COAT STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS FOR FASTENING AND CONNECTION INFORMATION, SEE STRUCTURAL DRAWINGS 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS 6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS ALUMINUM STOREFRONT WINDOW SYSTEM SEE WINDOW SCHEDULE SEALANT ALUMINUM SILL PLAN SEE DETAIL -/--- 5/8" SMOOTH SAND FLOAT FINISH STUCCO :ED METAL TRUSS O.G. - SEE RAWINGS BLOCK 4L DRAWINGS WALL 4L DRAWINGS REVISIONS BY J � u � DD C� J L M CV 1—� U o >` E o cn C cd Y r ./ CV • U O C s �r V CIAd it ~ E 3 3 3 CV Cn o a. N C`J M a 0 co ✓ ;; o R �= Go - m�� CD CD og y !) ; J cu �l O 7 U � Z U) O U-) M .� O M m J O < V) -Op C :3 4d 0 0 O 0 I_ W '0 O 0 > vi v U N °' a s N CL Q O >. 0 m a N N c Z 0 D J w L_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A8g WProjects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A8abcdefghi-WSEC.dwg, 2/8/2018 4:47:02 PM, JSimon, Xerox 6604 PS.pc3 I 3-1/2" MIN, 1605CARD IN OVER METAL DECKING STEEL BAR JOIST - STRUCTURAL DRAWIN 5/8" GYPSUM WALL E FURRING STRIPS OVE GYPSUM BOARD ANG TO UNDERSIDE OF MI 101 DETAIL SCALE: 1" = 1'-0" 8" CMU BLOCK WALL SEE STRUCTURAL DRAWINGS 6" KNOCK -OUT BLOCK SEE STRUCTURAL DRAWINGS 6" CMU BLOCK WALL SEE STRUCTURAL DRAWINGS DETAIL SCALE: 1" = 1'-0" 8" CMU BLC STRUCTURA 5/8" GYPSU 3/4" FURRIN INSULATION. INSULATION UNDERSIDE BASEBOAR FINISH SCHE CONCRETE METAL DEC STRUCTURA < ANCHOR Bc STRUCTURA STEEL ANG. STRUCTURA STEEL BEA STRUCTURA 5/6" GYPSU OVER 3/4" OVER I" RIC GYPSUM BC INSULATION UNDERSIDE ODETAIL SCALE: 1" = I'-0" PRE-ENGINEERED METAL TRUSS SYSTEM AT 24" O.G. - SEE STRUCTURAL DRAWINGS SPANISH "S" STYLE, CLASS A, CLAY ROOF SYSTEM OVER ICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE 5/8" GYPSUM WALL BOARD 5/6" EXTERIOR GRADE ° OVER 3/4" FURRING STRIPS PLYWOOD SHEATHING OVER I" RIGID INSULATION. 8" CMU BLOCK WALL SEE STRUCTURAL DRAWINGS 5/6" SMOOTH SAND 8 CMU BLOCK WALL GYPSUM BOARD AND SEE STRUCTURAL DRAWINGS ° FLOAT FINISH STUCCO SEE STRUCTURAL DRAWINGS INSULATION TO EXTEND TO ALUMINUM EDGE UNDERSIDE OF ROOF DECK FLASHING - BASEBOARD - SEE ALUMINUM GUTTER AND ° FINISH SCHEDULE DOWNSPOUT SYSTEM 8" CMU BLOCK WALL 19 SEE STRUCTURAL DRAWINGS CONCRETE SLAB OVER ° METAL DECKING - SEE ALUMINUM FLASHING STRUCTURAL DRAWINGS " x 2" x 4" WOOD FASCIA ° ° ------------ -- ° 2" x 12" WOOD FASCIA SPANISH "S" STYLE, CLASS A, CLAY - ROOF SYSTEM OVER ICE AND WATER -- ALUMINUM FASCIA WRAP SHIELD / PEEL AND STICK SINGLE PLY -__J a MEMBRANE BACKER R ° ANCHOR BO T - SEE 8 KNOCK -OUT BLOCK AND SEALANT STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS - 1/8" SMOOTH SAND FLOAT FINISH STUCCO STEEL ANGLE - SEE a OVER HIGH RIB STRUCTURAL METAL LATH-- ANCHOR BOLT -SEE STRUCTURAL DRAWINGS c ° "'-" STRUCTURAL DRAWINGS E.I.F.-S. CORNICE PROFILE ° SEE EXTERIOR ELEVATIONS STEEL ANGLE - SEE 5/8" GYPSUM WALL BOARD ° STRUCTURAL DRAWINGS 8" CMU BLOCK WALL OVER 3/4" FURRING STRIPS 8" CMU BLOCK WALL 6" KNOCK -OUT BLOCK , SEE STRUCTURAL DRAWINGS OVER I" RIGID INSULATION, SEE STRUCTURAL DRAWINGS ° SEE STRUCTURAL DRAWINGS GYPSUM BOARD AND PRE-ENGINEERED METAL TRUSS ° INSULATION TO EXTEND TO 8" CMU BLOCK WALL _° SYSTEM AT 24" O.C. - SEE UNDERSIDE OF FLOOR DECK SEE STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS 5/8" SMOOTH SAND ' FLOAT FINISH STUCCO PRE-ENGINEERED METAL TRUSS SYSTEM AT 24" O.C. - SEE STRUCTURAL DRAWINGS STEEL CONNECTOR - SEE STRUCTURAL DRAWINGS. STEEL BEAM -SEE STRUCTURAL DRAWINGS 6" METAL STUD FRAMING SEE STRUCTURAL DRAWINGS. I/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" BUILDING WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS 5/8" SMOOTH SAND FLOAT FINISH STUCCO n )CK WALL - SEE - DRAWINGS 1 WALL BOARD OVER 3 STRIPS OVER I" RIGID GYPSUM BOARD AND TO EXTEND TO OF ROOF DECK D - SEE :DULE SLAB OVER KING - SEE _ DRAWINGS ° ° ° ` -~ O a p -- ---� 0 ELT - SEE _ DRAWINGS _E - SEE _ DRAWINGS lzf ° '1 - SEE - DRAWINGS `1 WALL BOARD °URRING STRIPS :ID INSULATION. BARD AND TO EXTEND TO OF FLOOR DECK , -° 5/8" SMOOTH SAND FLOAT FINISH STUCCO CHANNEL SCREED DCS-625-15 BY FRY-REGLET OR APPROVED EQUAL. 6" KNOCK -OUT BLOCK SEE STRUCTURAL DRAWINGS 5/8" SMOOTH SAND FLOAT FINISH STUCCO 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRI S OVER I" RIGID INSULATION. GYP6UM BOARD AND INSULATION TO EXTEND TO UNDERSIDE OF ROOF DECK O DETAIL SCALE: I" = 1'-0" SPANISH "S" STYLE, CLASS A, CLAY ROOF SYSTEM OVER ICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE 5/6" EXTERIOR GRADE PLYWOOD SHEATHING SEE STRUCTURAL DRAWINGS ALUMINUM EDGE FLASHING 2" x 4" WOOD FASCIA 2" x 12" WOOD FASCIA ALUMINUM FASCIA WRAP BACKER ROD AND SEALANT -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER HIGH RIB STRUCTURAL METAL LATH 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS -J-MOULDING JDM-625 BY FRY-REGLET OR APPROVED EQUAL SINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 3-1/2" 150BOARD INSULATION OVER METAL DECKING STEEL BAR JOIST SEE STRUCTURAL DRAWINGS DoDETAIL SCALE: I" = I'-0" METAL STUD FRAMING SEE STRUCTURAL DRAWINGS MODIFIED BITUMINOUS ROOFING SYSTEM - EXTEND ON PARAPET UP AND OVER TOP OF PARAPET SLOPE WALL AND UNDER COPING. SEALANT " x- EIF.S. PROFILE - SEE EXTERIOR ELEVATIONS 6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS FOR FASTENING AND CONNECTION INFORMATION, SEE STRUCTURAL DRAWINGS 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS 8" KNOCK -OUT BLOCK SEE STRUCTURAL DRAWINGS 8" CMU BLOCK WALL - SEE STRUCTURAL DRAWINGS FOR FASTENING AND CON ECTION INFORMATION, SEE STRUCTURAL DRAWINGS PRE ENGINEERED METAL TRUSS SYSTEM AT 24" O.C. - SEE STRUCTURAL DRAWINGS $TE L CONNECTOR - SEE STRUCTURAL DRAWINGS STEEL BEAM - SEE STRUCTURAL DRAWINGS SPRING -LOG FLASHING SYSTEM BY FRY-REGLET OR APPROVED EQUAL 6" METAL STUD FRAMING SEE STRUCTURAL DRAWINGS 3-1/2" MIN. 1505CARD INSULATION OVER METAL DECKING (DI DETAIL SCALE: I" = 1'-0" 6" CMU BLOCK WALL - SEE STRUCTURAL DRAWINGS — 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO UNDERSIDE OF ROOF DECK BASEBOARD - SEE FINISH SCHEDULE CONCRETE SLAB OVER METAL DECKING - SEE STRUCTURAL DRAWINGS a Q � ANCHOR B LT - SEE STRUCTURAL DRAWINGS STEEL ANGLE - SEE STRUCTURAL DRAWINGS STEEL BEAM - SEE STRUCTURAL DRAWINGS 5/6" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION. GYPSUM BOARD AND INSULATION TO EXTEND TO UNDERSIDE OF FLOOR DECK ODETAIL SCALE: 1" 1'-0" DETAIL SCALE: I" = I'-0" 6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS FOR FASTENING AND CONNECTION INFORMATION, SEE STRUCTURAL DRAWINGS < x O LIGHT FIXTURE SEE ELECTRICAL DRAWINGS V 8" KNOCK -OUT BLOCK SEE STRUCTURAL DRAWINGS CERAMIC TILE OVER SCRATCH COAT STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS PRE-ENGINEERED METAL TRUSS SYSTEM AT 24" O.G. - SEE STRUCTURAL DRAWINGS SPANISH "S" STYLE, CLASS A, CLAY ROOF SYSTEM OVER ICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE 5/6" EXTERIOR GRADE PLYWOOD SHEATHING SEE STRUCTURAL DRAWINGS ALUMINUM EDGE FLASHING ALUMINUM GUTTER AND DOWNSPOUT SYSTEM X x 2" x 4" WOOD FASCIA 2" x 12" WOOD FASCIA x > ALUMINUM FASCIA WRAP x ' BACKER ROD AND SEALANT 116" SMOOTH SAND FLOAT FINISH STUCCO OVER HIGH RIB STRUCTURAL METAL LATH E.IF.S. CORNICE PROFILE SEE EXTERIOR ELEVATIONS 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS 6" METAL STUD FRAMING SEE STRUCTURAL DRAWINGS ODETAIL SCALE: I" = 1'-0" 8" CMU BLC STRUCTURA 5/8" GYPSU 3/4" FURRIN INSULATION, INSULATION UNDERSIDE 5ASE50AF FINISH SCHE CONCRETE METAL DEC STRUCTURA ANCHOR Bt STRUCTURA STEEL ANG STRUCTURA STEEL BEA STRUCTURA 5/8" GYPSU OVER 3/4" OVER I" RI GYPSUM BG INSULATION UNDERSIDE ODETAIL SCALE: 1" 1'-0" STEEL CONNECT - SEE STRUCTURAL DRA W NGS - n 1CK WALL - SEE - DRAWINGS r1 WALL BOARD OVER G STRIPS OVER I" RIGID GYPSUM BOARD AND TO EXTEND TO OF ROOF DECK D - SEE :DULE SLAB OVER KING - SEE _ DRAWINGS ° ° ° ° a A a LT - SEE DRAWINGS E - SEE DRAWINGS O ° '1 - SEE _ DRAWINGS "1 WALL BOARD =URRING STRIPS :ID INSULATION. >ARD AND TO EXTEND TO OF FLOOR DECK } - 5/8" SMOOTH SAND FLOAT FINISH STUCCO J-MOULDING JDM-625 BY FRY-REGLET OR APPROVED EQUAL 8" KNOCK -OUT BLOCK SEE STRUCTURAL DRAWINGS PARGE GOAT STUCCO FINISH 6" MET L STU FRAMING SEE ST UCTUR L DRAWINGS x FOR FASTENING AND CONNECTION INFORMATION, x SEE STRUCTURAL DRAWINGS STEEL BEAM - BE E x x LI/8" SMOOTH SAND FLOAT STRUCTURAL DRAWINGS x x FINISH STUCCO OVER HIGH RIB STRUCTURAL METAL LAT 6" METAL STUD FRAMING l/8" SMOOTH SAND FLOAT FINISH SEE STRUCTURAL STUCCO OVER PAPER BACKED DRAWINGS METAL LATH OVER "TYVEK" xx Ux x x I PRE-ENGINEERED METAL TRUSS SYSTEM AT 24" O.G. - SEE STRUCTURAL DRAWINGS x x STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS x x x x 6" METAL STUD FRAMING x x SEE STRUCTURAL DRAWINGS FOR FASTENING AND CONNECTION INFORMATION, SEE STRUCTURAL DRAWINGS STEEL CONNECTOR - SEE STRUCTURAL DRAWINGS/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH 7/8" SMOOTH SAND FLOAT OVER "TYVEK" STUCCO WRAP OVER 1/2" FINISH STUCCO OVER NIGH EXTERIOR GRADE PLYWOOD SHEATHING. RIB STRUCTURAL METAL LATH COORDINATE WITH STRUCTURAL DRAWINGS 12 DETAIL SCALE: I" = I'-0" REVISIONS BY �i u y 00 ��+ t N - CO co �-o F > U ./ C.i-a o c ~-• C) V N tom. it Q E ~ - Q o QJ o n N I x �;� ( .6 U f - CJ3 - N O yh. Q C2 -� N O U -0 Z O 0 � t) lf') � M .D O M m —J E _A O Q i7i � C U � .O U O l� _ LLJ O 0 v vi 0 L) > to 0 -5N -C 0 O Q O >. 0° a N C N Z Q v J W LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A8h H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A8abcdefghi-WSEC.dwg, 2/8/2018 4:46:52 PM, JSimon, Xerox 6604 PS.pc3 PRE-ENGINEERED METAL TRUSS SYSTEM AT 24" O.G. - SEE STRUCTURAL DRAWINGS 5PANI5H "S" STYLE, CLASS A, CLAY ROOF x 5Y5TEM OVER ICE AND WATER SHIELD / x PEEL AND STICK SINGLE PLY MEMBRANE 6" CMU BLOCK WALL - SEE 5/8" SMOOTH SAND x x 5/8" EXTERIOR GRADE STRUCTURAL DRAWINGS FLOAT FINISH STUCCO PLYWOOD SHEATHING SEE STRUCTURAL DRAWINGS 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION. GYPSUM BOARD AND — STEEL CONNECTOR INSULATION TO EXTEND TO UNDERSIDE OF FLOOR DECK < SEE STRUCTURAL DRAWINGS ALUMINUM EDGE FOR FASTENING AND FLASHING BASEBOARD - SEE CONNECTION INFORMATION, SEE STRUCTURAL DRAWINGS ALUMINUM GUTTER AND FINISH SCHEDULE a DOWNSPOUT SYSTEM CONCRETE SLAB - SEE a STEEL BEAM x 19STRUCTURAL DRAWINGS STUCCO PARGE COAT SEE STRUCTURAL DRAWINGS x x ---------------- -- APPROXIMATE GRADE x x x x x x 2" x 4" WOOD FASCIA 2 x 12 WOOD FASCIA ALUMINUM FASCIA WRAP "�� V�� ��� CLEAN, COMD PACTE"/��� ��VA� �� X/. , X BACKER ROD AND SEALANT - TERMITE TREATED FILL.������, 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER HIGH RIB x x STRUCTURAL METAL LATH x x ; j�// a a ° i' METAL STUD FRAMING i',x d SEE STRUCTURAL DRAWINGS 1/8" SMOOTH SAND FLOAT FINISH STUCCO \' FOR FASTENING AND CONNEGTIO OVER PAPER BACKED METAL LATH OVER INFORMATION, SEE STRUCTURAL DRAWINGS "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL DRAWINGS 1/6" SMOOTH SAND FLOAT FINISH 6" METAL STUD FRAMING CONCRETE FOOTER -SEE STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO SEE STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS WRAP OVER 1/2" EXTERIOR GRADE STEEL CONNECTOR PLYWOOD SHEATHING. COORDINATE SEE STRUCTURAL DRAWINGS WITH STRUCTURAL DRAWINGS ODETAIL O DETAIL SCALE: I" = I'-0" SCALE: I" - I'-V REVISIONS BY �i N N cJ t` U inE m a) O C U U-) "J N � c N 3 ./ a 2 C N a _J,• Cam` C .. J -c c `C c� C } v7 _U CL _ C U � Z v0 v, J N V w C M .� 0 M m J E -- 0 Q in -c' c U U v U O LL. _ W 0 U L > — N 4) s 0' 0 Q 0 >. 0D C v Z QLA- W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A8i H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architectural\A8abodefghi-WSEC.dwg, 2/8/2018 4:46:45 PM, JSimon, Xerox 6604 PS.pc3 STANLEY SLIDINCx DOOR DATA I. DURA-GLIDE 3000 ALUMINUM AUTOMATIC SLIDING GLASS BI-PART DOOR BY STANLEY ACCESS TECHNOLOGIES. 2. 120VAC 5 AMP MIN. SERVICE TO OPERATOR 3. ELECTRIC SERVICE TO HEADER BY ELECTRICAL CONTRACTOR 4. STANDARD 1/4" TEMPERED CLEAR GLASS. 5. DOOR FINISH TO BE WHITE ANODIZED ALUMINUM TO MATCH WINDOW SYSTEMS, 6. EMERGENCY BREAKOUT ON BOTH SWING -OUT PANELS AND SLIDING DOORS. FOIL FACED I" RIGID INSULATION 5/8" GYPSUM WALLBOARD 8" PRECAST LINTEL SEE STRUCTURAL DRAWINGS I" x 3" P.T. WOOD FURRING STRIP MOTION SENSORS 5/8" SMOOTH SAND FLOAT FINISH STUCCO cA 4. f • 4 Ls 8" CONCRETE BLOCK SEE STRUCTURAL DRAWINGS 5/8" GYPSUM WALLBOARD I" x 3" P.T. WOOD FURRING STRIP 5/8" GYPSUM WALLBOARD I" RIGID INSUALTION r- SEALANT 11so" 4 SEALANT O O 00 4 J 5/6" SMOOTH SAND z FLOAT FINISH STUCCO z W IL O INTERIOR p p Q EXTERIOR W U N 0 RECESS SLAB FOR BOTTOM TRACK - COORDINATE WITH DOOR MANUFACTURE p -7 FINISH FLOOR/ FINISH FLOORALK WALK AU O STANLEY DURAGL IDE HEAD ARID THRESHOLD DETAIL 0 STANLEY DURAGL IDE JAMS DETAIL STANLEY SL ID IN63 DOOR DATA I. DURA-GLIDE 3000 ALUMINUM AUTOMATIC SLIDING GLASS BI-PART DOOR BY STANLEY ACCESS TECHNOLOGIES. 2. 120VAC 5 AMP MIN. SERVICE TO OPERATOR. 3. ELECTRIC SERVICE TO HEADER BY ELECTRICAL CONTRACTOR. 4. STANDARD 1/4" TEMPERED CLEAR GLASS. 5. DOOR FINISH TO BE WHITE ANODIZED ALUMINUM TO MATCH WINDOW SYSTEMS. 6. EMERGENCY BREAKOUT ON BOTH SWING -OUT PANELS AND SLIDING DOORS. 4 5/8" GYPSUM d a V WALLBOARD d 8" PRECAST LINTEL ; SEE STRUCTURAL DRAWINGS j I" x 3" P.T. WOOD FURRING STRIP %6'!, MOTION SENSORS ILIM RECESS SLAB FOR BOTTOM TRACK - COORDINATE WITH DOOR MANUFACTURER LO FINISH FLOOR/WALK 5/8" GYPSUM WALLBOARD I" x 3" P.T. WOOD FURRING STRIP INTERIOR FINISH FLOOR/ WALK aSTANLEY DURAGLIDE HEAD AND THRESHOLD DETAIL SCALE: 3" = 1'-0" 4 4 8" CONCRETE BLOCK SEE STRUCTURAL DRAWINGS 5/8" GYPSUM WALLBOARD I" x 3" P.T. WOOD FURRING STRIP 5/8" GYPSUM WALLBOARD SEALANT I SEALANT 4" CONCRETE BLOCK 5/8" GYPSUM WALLBOARD I" x 3" P.T. WOOD FURRING STRIP 5/8" GYPSUM WALLBOARD O STANLEY DURAGLIDE JAMS DETAIL SCALE: 3" = I'-0" A-rANI =�' DURA-GLIDE 4G DOOR SYSTEM r,TAMI ]=-- DURA-GLIDE 4G DOOR SYSTEM DOOR AND FRAME TYPES DOOR AND HARDWARE SCHEDULE A E:� STANLEY DURA-GLIDE BI-PARTING STANLEY DURA-GLIDE BI-PARTING DOOR SYSTEM AND FRAME DOOR SYSTEM AND FRAME (1-HOUR) FIRE RATED HOLLOW METAL DOOR SOLID CORE WOOD DOOR IN IN HOLLOW METAL (1-HOUR) FIRE RATED HOLLOW DOOR FRAME METAL FRAME O II � 9b G SOLID CORE WOOD DOOR IN HOLLOW METAL FRAME WIDE ANGLE SECURITY DOOR VIEWER I / / I II 0 L SOLID CORE WOOD DOOR IN HOLLOW METAL FRAME n r / 9b H ALUMINUM STOREFRONT DOOR SYSTEM 12'-0" x 1'-8" STANLEY DURA-GLIDE 3000 NON -IMPACT RATED SLIDING AUTOMATIC ENTRANCE. SEE DOOR AND FRAME TYPE "A" AND "B" 3'-0" x 1'-0" x 1-3/4" (1-HOUR) FIRE RATED SOLID CORE WOOD © DOOR IN (1-HOUR) FIRE RATED HOLLOW METAL FRAME WITH PASSAGE HARDWARE SET AND AUTO CLOSER. SEE DOOR AND FRAME TYPE "C". 3'-0" x 1'-0" HOLLOW METAL DOOR IN HOLLOW METAL FRAME © WITH PANICBAR HARDWARE SET AND AUTO CLOSER. SEE DOOR AND FRAME TYPE "D". 3'-0" x 1'-0" x 1-3/4" S.C. WOOD DOOR IN HOLLOW METAL FRAME WITH PUSH PLATE, PULL HANDLE, KICK PLATE AND AUTO CLOSER. SEE DOOR AND FRAME TYPE "E". 3'-0" x 1'-0" x 1-3/4" (I -HOUR) FIRE RATED SOLID CORE WOOD O DOOR IN (I -HOUR) FIRE RATED HOLLOW METAL FRAME WITH STOREROOM HARDWARE SET AND AUTO CLOSER. SEE DOOR AND FRAME TYPE "F". 3'-0" x 1'-O" x 1-3/4" S.C. WOOD DOOR IN HOLLOW METAL FRAME WITH STOREROOM HARDWARE SET, SEE DOOR AND FRAME TYPE "G". 3'-0" x 1'-O" x 1-3/4" S.C. WOOD DOOR IN HOLLOW METAL FRAME WITH OFFICE HARDWARE SET AND AUTO CLOSER. SEE DOOR AND FRAME TYPE "G". O 3'-0" x 1'-O" x 1-3/4" S.C. WOOD DOOR IN HOLLOW METAL FRAME WITH OFFICE HARDWARE SET, SEE DOOR AND FRAME TYPE "G". O 3'-0" x 1'-0" x 1-3/4" S.C. WOOD DOOR IN HOLLOW METAL FRAME WITH PASSAGE HARDWARE SET. SEE DOOR AND FRAME TYPE "G. 3'-0" x 1'-0" x 1-3/4" S.C. WOOD DOOR IN HOLLOW METAL FRAME WITH PRIVACY HARDWARE SET AND AUTO CLOSER. SEE DOOR AND FRAME TYPE "G" SOLID CORE WOOD DOOR (1-HOUR) FIRE RATED 3'-0" x 8'-0" NON -IMPACT RATED STOREFRONT DOOR IN FRAME IN HOLLOW METAL FRAME SOLID CORE WOOD DOOR IN WITH CYLINDER LOCK (EXIT DEVICE, KEYED OUTSIDE) AUTO (1-HOUR) FIRE RATED HOLLOW CLOSER. PROVIDE STANDARD PUSH, PULL. SEE DOOR AND METAL FRAME FRAME TYPE "H". PAIR 2'-0" x 1'-0" BI-FOLD WOOD DOOR WITH LOUVERS IN 12 MO WOOD FRAME WITH STANDARD BI-FOLD DOOR HARDWARE SET, SEE DOOR AND FRAME TYPE "J". 9b J SOLID CORE WOOD BI-FOLD DOOR WITH WOOD FRAME V 4'-8" 3'-0„ 4'_81 (2 Q SPACES) (2 EQ SPACES) FROSTED FROSTED / FROSTED FROSTED I6 GLASS GLASS GLASS GLASS PANEL PANEL / PANEL PANEL 9b / IS FROSTEDGLASS 20 PANEL �RROSTED �FROStED \ �R05TED �RR05TED � GLASS GLASS � GLASS GLASS iv PANE PANE PANE PANE T 15 M 9b SOLID CORE WOOD DOOR WOOD FRAME WITH CLEAR GLASS AND FROSTED FILM K SOLID CORE WOOD BI-FOLD DOOR WITH WOOD FRAME 3'-0" x 1'-O" BI-FOLD WOOD DOOR WITH LOUVERS IN WOOD FRAME WITH STANDARD BI-FOLD DOOR HARDWARE SET. SEE DOOR AND FRAME TYPE "K". x 1'-0" x 1-3/4" S.C. WOOD DOOR IN HOLLOW METAL FRAME WITH STOREROOM HARDWARE SET AND WIDE ANGLE SECURITY DOOR VIEWER. SEE DOOR AND FRAME TYPE "L". 3'-0" x 1'-O" x 3/4" SOLID CORE WOOD DOOR IN WOOD FRAME WITH OFFICE HARDWARE SET, AUTO CLOSER AND DOOR STOP AS REQUIRED, SEE DOOR AND FRAME TYPE "M". PROVIDE FROSTED FILM ON ALL GLAZING - PROVIDE SAMPLES FOR APPROVAL. 3'-0" x 1'-0" HOLLOW METAL DOOR IN HOLLOW METAL FRAME WITH STOREROOM HARDWARE SET AND AUTO CLOSER. SEE DOOR AND FRAME TYPE "D". HARDWARE Sfi'ECIFICATIONS HINGES : CAL -ROYAL - U526D - BB31xUS26,TBH31xUS2(o CLOSER LCN - U526D - 1460/1441 WALL STOP GAL -ROYAL - U626D - CONW542 FLOOR STOP CAL -ROYAL - U626D - DSHPIS PASSAGE SET SCHLAGE - U526D - SATURN AL105 PRIVACY SET SCHLAGE - US26D - SATURN AL406 LOCK SET SCHLAGE - U626D - SATURN AL50PD SINGLE DUMMY TRIM SCHLAGE - U526D - SATURN AL110 STOREROOM LOCK SCHLAGE - U526D - SATURN ALSOPD CLASSROOM LOCK SCHLAGE - U5260 - SATURN AL10PD THRESHOLD PEMKO - ALUM - 210A or 110A DOOR SWEEP PEMKO - ALUM - 315CN PULL HANDLE DON-JO - US26D - 1114 KICK PLATE DON-JO - ALUM - J102 PANIC DEVICE MONARCH - MAL - ISIOLDANE GENERAL DOOR NOTES 1. ALL DOORS/DOOR OPENINGS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE 2011, SIXTH EDITION / NFPA 101 LIFE SAFETY CODE 1.2.1.2 WIDTH 1.2.1.4 SWING AND FORCE TO OPEN 1.2.1.5 LOCKS AND LATCHES AND ALARM DEVICES 1.2.1.6 SPECIAL LOCKING ARRANGEMENTS 1.2.1.1 PANIC HARDWARE AND FIRE EXIT DEVICES 1.2.1.8 SELF CLOSING DEVICES. 2, ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING A.D.A. REQUIREMENTS. 3. ALL INTERIOR DOOR HANDLES SHALL BE SCHLAGE "AL" SERIES "SATURN". 4. ALL DOORS WITH AUTO CLOSERS SHALL HAVE BALL BEARING TYPE HINGES. 5. ALL EXTERIOR DOORS SHALL HAVE 32D FINISH HINGES. 6. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPING. 1. ALL INTERIOR SOLID CORE WOOD DOORS SHALL BE ROTARY WHITE BIRCH VENEER AS MANUFACTURED BY ALGOMA HARDWOODS, INC. - SEE ARCHITECTURAL SPECIFICATIONS. S. PROVIDE SEPARATOR OR TRANSITIONAL THRESHOLD AS REQUIRED BETWEEN DIFFERENT FLOOR FINISHES. 9. DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 10% THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES 06MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR 10. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN AN EXTERIOR DOOR SHALL NOT EXCEED 8.51-15F (31.5N). II. THE MAXIMUM FORCE FOR PUSHING OR PULLING AN INTERIOR DOOR SHALL BE 5L5F (222N). 12. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO PLACING ORDER. (4 COPIES). 13. CONTRACTOR TO FIELD VERIFY ALL OPENING SIZES BEFORE ORDERING, 14. PROVIDE WALL OR FLOOR DOOR STOP AT ALL DOORS TYPICAL. 15. PROVIDE SAMPLES OF FROSTED FILM FOR REVIEW AND APPROVAL, 1(b. STOREFRONT SYSTEMS FINISH TO BE WHITE ANODIZED ALUMINUM TO MATCH WINDOW SYSTEMS. Il. STOREFRONT DOORS TO BE 35H MEDIUM STILE DOOR BY "YKK" OR EQUAL. 16. PROVIDE STANDARD PREPARATION FOR OWNER SUPPLIED KEYLESS ENTRY SYSTEM FOR DOORS SELECTED BY OWNER. n. ALUMINUM DOOR AND FRAME TO BE YKK YES 351) - FLORIDA PRODUCT APPROVAL NUMBER 8112.1 20, ALUMINUM AUTOMATIC SLIDING GLASS DOOR SYSTEM TO BE DURA-GLIDE 3000 SERIES BY STANLEY ACCESS TECHNOLOGIES - PRODUCT APPROVAL NUMBER 18003.1. REVISIONS BY f� u ► v M N L Lc. O ►~ o � O U N � F C`7 a co p co Q o 0 - O Q c 1 � f; O Z O 0 c J N n � M .� O M m- J E - O Q t/) -Op 0U � •0 O U LL. _ Ld i O v v N V 0 � N Q O M a Z Q v Ld L` Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Aga H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\O]-CD.A\04-Arc6itectural\A9ab-DR & WIN SCHD.dwg, 2/8/2018 4:32:32 PK JSimon, Xerox 6604 PS.pc3 5/8" SMOOTH SAND FLOAT FINISH STUCCO I" x 3" P.T. WOOD FURRING STRIP ° ° ° ° d SEALANT 8 CONCRETE BLOCK ° INTERIOR SEALANT 5/8" GYPSUM WALLBOARD 8" CONCRETE ° 5/8" SMOOTH SAND BLOCK FLOAT FINISH STUCCO 6" CONCRETE BLOCK EXTERIOR HOLLOW METAL v d 8" CONCRETE BLOCK HOLLOW METAL ° DOOR FRAME I I DOOR FRAME I" RIGID 4 INSULATION i i ° 4 j/ ° 5/8" GYPSUM ° d ° " GYPSUM i 5/8" GYPSUM i ° d WALLBOARD / ° 040 MIL ALUM r------- r I d 4 i I DOOR ALUMINUM THRESHOLD I SEE DOOR SCHEDULE v 0 WALLBOARD ° WALLBOARD r-- - I a 4 I DOOR • ° RAIN DEFLECTOR CONCRETE LINTEL. AT EXPOSED r I 1 _ -`- -- 1 O p INTERIOR EXTERIOR CONCRETE LINTEL. SEE STRUCTURAL / r I SEE STRUCTURAL LOCATIONS DRAWINGS I I I DRAWINGS d 0 1 4 I I I CONCRETE I I Q i i I" x 3" P.T. WOOD FURRING STRIP i /// / I" x 3" P.T. WOOD Q I" x 3" WOOD _7 1 SLAB CONCRETE FURRING STRIP d L FURRING STRIP v LFT_J I ___J SIDEWALK r �-� L-, EXTERIOR r- -r �t INTERIOR INTERIOR \' INTERIOR - L - I SEALANT I SEALANT 7, SEALANT I I I I SEALANT SEALANT i---i SEALANT I 00 DOOR FRAME METALHOLLOW I' RIGID INSULATION / / / r , i i 5/S GYPSUM WALLBOARD ! Q � 5/8" GYPSUM WALLBOARD � � I � I j j HOLLOW METAL INTERIOR 0 DOOR FRAME x 3" P.T. WOOD FURRING STRIP INTERIOR I" x 3" WOOD FURRING STRIP n -- OHOLLOW METAL DOOR HEAD DETAIL � HOLLOW METAL DOOR J,�"i8 DETAIL 3 HOLLOUJ METAL DOOR THRESHOLD DETAIL O HOLLOW METAL DOOR HEAD DETAIL O HOLLOW METAL DOOR JAMS DETAIL SGALE: 3' = 1'-0' SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = I'-O" SCALE: 3" = 1'-0" 8" CONCRETE - 5/8" SMOOTH SAND BLOCK ° d a 5/8" SMOOTH SAND FLOAT FINISH STUCCO ° FLOAT FINISH STUCCO 1 — I" RIGID INSULATION 4 ° 8" CONCRETE BLOCK EXTERIOR ALUMINUM STOREFRONT DOOR SYSTEM 5/8" GYPSUM d ° WALLBOARD I I 5/8" GYPSUM a. 5/8" GYPSUM I WALLBOARD / SOUND WALLBOARD I I CONCRETE LINTEL. SEALANT INSULATION METAL STUDS ALUMINUM THRESHOLD i I SEE STRUCTURAL ALUMINUM AT 16" O.C. SEE DOOR SCHEDULE I I DRAWINGS E(FS TRIM - REFER d / TO EXTERIOR STOREFRONT d 4 DOOR SYSTEM 2X WOOD BUCK INTERIOR I 0 I EXTRIOR I I 1 I c /� ELEVATIONS FOR I" x 3" WOOD / / TYPE AND LOCATION FURRING STRIP / 4 4 d ALUMINUM STOREFRONT DOOR THRESHOLD SEALANT SEALANT 1 I CONCRETE j SLAB 1 I Q d CONCRETE Q SLAB E HOLLOW METAL _ _ _ _ _ L - DOOR FRAME LLF_ 1---� CONCRETE �t J SEALANT SEALANT SIDEWALK ---� I I FRAME ANCHOR NTERIOR EXTERIOR SEALANT I I I O I O ALUMINUM REFRONT ~DOOR SYSTEM I" RIGID INSULATION — 5/8" GYPSUM WALLBOARDAl I INTERIOR I" x 3" WOOD FURRING STRIP 0 HOLLOW METAL DOOR THRESHOLD DETAIL O STOREI=RONT DOOR HEAD DETAIL O STORE FRONT DOOR JAMS DETAIL O STOREFRONT DOOR THRESHOLD DETAIL ,� INTERIOR DOOR HEAD DETAIL SCALE: 3 = I'-0' SCALE: 3 I'-0" SCALE: 3' = I'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SOUND 5/8" GYPSUM SOUND INSULATION INSULATION WALLBOARD POPLAR WOOD TRIM TO METAL STUDS AT 16" METAL STUDS AT 16" O.G. JAMB ANCHOR METAL SCUDS AT I6" O.G 5/8" GYPSUM WALLBOARD MATCH HOLLOW METAL FRAME PROFILE O.C. SEE WALLTYPES. 5/8" GYPSUM SEE WALL TYPES. WALLBOARD SOUND INSULATION BI-FOLD DOOR 5/8" GYPSUM WALLBOARD 5/8" GYPSUM I/4" TEMPERED CLEAR GLASS METAL STUDS AT 16" WALLBOARD 5/6" GYPSUM WALLBOARD O.C. SEE WALL tYPE5 �^ 2x WOOD BUCK r� 2x WOOD BUCK 3/4" I„ 3„ I„ 3/4" 4 1/8" 1 = POPLAR WOOD TRIM TO `t ------------- = _ 2x WOOD BUCK POPLAR WOOD TRIM / L r------------ - METAL ,: MATCH HOLLOW M Sri FRAME PROFILE , I N IL ------------- - .... DOOR_ DOOR LI L------------ - \ �___„ � ' '' `t �� 5 YPSUM /8" G WALLBOARD 5/8" GYPSUM �� = I u i � - WALLBOARD SOUND INSULATION r = , 4 1/8" POPLAR WOOD TRIM 5/6" GYPSUM WALLBOARD i i I I BI-FOLD DOOR ) 3/4" I 3„ I" 2X WOOD BUCK i i �I 3/4" 3/4" - SEALANT i i 5/8" GYPSUM HOLLOW METAL I I WALLBOARD I/4" CLEAR DOOR FRAME — 2x WOOD BUCK TEMPERED GLASS 3/4" 2 5/8" 3/4" 4 1/S" �� INTERIOR DOOR JAM13 DETAIL �� SILE�OL_D Doom HEAD DETAIL 13 �31-FOLD DOOR J,4M5 DETAIL WOOD FRAMED WINDOW HEAD DETAIL �5 D FRAMED WINDOW SILL DETAIL SCALE: 3" 1'-0" 011 SGALE: 3 SUJOO �� = I'-0" V 1/4" CLEAR 2X WOOD 1/4" CLEAR TEMPERED GLASS BUCK TEMPERED GLASS METAL STUDS AT 16" SOUND INSULATION O.G. SEE WALLTYPES. 1/4" CLEAR 2x WOOD DOOR TEMPERED GLASS BUCK 2x P.T. 1/4" CLEAR 2x P.T. 5/8" GYPSUM WOOD BUCK TEMPERED GLASS 1/4" CLEAR WOOD BUCK Q, ` WALLBOARD m 'q • TEMPERED GLASS ? 2x WOOD BUCK CA rn = _ • _ D �' 4 = _FAA _ 4 - - - r r - cn r r �n - - - _ `t � r r- N J Q = = POPLAR WOOD TRIM DOOR • 13/4" t 1 "� 13/4" POPLAR WOOD TRIM 1/4" 3/4„ POPLAR WOOD TRIM POPLAR WOOD TRIM POPLAR WOOD TRIM 1" 1/4" 2 1/2" 3/4" POPLAR WOOD TRIM POPLAR WOOD TRIM 3/4" I/4" 3/4" 4 '1/8" 3/4" WOOD FRAMED WINDOW JAMB DETAIL ,-, UJOO D FRAMED WINDOW JAMi3 DETAIL '$ O WOOD FRAMED WINDOW MULLION DETAIL 19 O WOOD DOOR HEAD DETAIL 2sa o WOOD FRAMED DOOR JAMB DETAIL SCALE: 3" _ !'-0' SGALE 3" _ - � SCALE: 3" =1'-�" SCALE: 3" _ ,FRAMED -0' SCALE: " = I'-0' REVISIONS BY f, cc CD'IT (h y C`M N Co .i c ti _ - 4 8O V N V t. Lo , Q E ~ Q Ln a t T~ �—• ti N �I Uj Q-1�I�11 W W d W F F d ZaW': �Wxo�rz oZE-4 OQ u- 1; 2 k� �►� N o , - 2 U '7 U � p, Z 0 In ' � M O M m J E Q "- — c p U O 0 L_ W O p c p N U L � U > = p < O >1 C) m _c _ a Q) of N z O p I1J Li Date: 02. 13. 18 Scale: AS NOTLD Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A9b H:\ProjectsTrojects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A9ab-DR & WIN SCHD.dwg, 2/8/2018 4:32:41 PM, JSimon, Xerox 6604 PS.pc3 STOREFRONT 61r ( WINDOW MULLION DETAIL SCALE: 3" = 1'-0" " """ 1LU1_111NU1" I SILL DETAIL A/A9c all Co BLOC I" RIGI INSUL< 5/8" 6 WALLE all PR BLOO STRUC I x 3 SEAL O WINDOW HEAD DETAIL 5/8" SMOOTH SAND FLOAT FINISH STUCCO a" CONCRETE BLOCK EXTERIOR 4 d • 4 d Q SEALANT I" RIGID INSULATION 5/5" GYPSUM WALLBOARD I" x 3" WOOD FURRING STRIP INTERIOR DWINDOW JA 5 DETAIL SCALE: 3" = I'-0" SEALANT G.W.B. SILL Ix3 FURRIN E 5/8" GYP° WALL50AI I" RIGID INSULATIOI 3 WINDOW SILL DETAIL SCALE 3 = I-0" SEALANT G.W.B. S I L L Ix3 FURRIN 1/2" GYPSL WALL50AI INl I" RIGID INSULATIOI UJINDOUJ SCHEDULE " SMOOTH SAND )AT FINISH STUCCO TYPE SIZE MANF / DESIGNATION FLORIDA PRODUCT APPROVAL NUMBER REMARKS AO 5'-4" x 4'-8" YKK - YHS 45 FI FL" 12926.1 I, 2, 3, 4, 5 BO 6'-0" x 4'-a" YKK - YHS 45 FI FL* 121B26.1 I, 2, 3, 4, 5 CO 3'-0" x I'-0" WOOD FRAMED - - - - SEE DETAILS 3 TRIM - REFER EXTERIOR :VATIONS FOR 'E AND LOCATION REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. r2. �ERIOR ALLEXTERIOR STOREFRONT WINDOW SYSTEMS ARE TO BE NON -IMPACT RATED INSULATED GLAZING WITH MEDIUM SOLAR GRAY TINT. 3 STOREFRONT FINISH TO BE WHITE ANODIZED ALUMINUM. %LANT 4. PRIOR TO INSTALLATION, SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL, 5. FIELD MEASURE ALL MASONRY OPENINGS PRIOR TO FABRICATION. )REFRONT ITEM BY "YKK" SEALANT STOREFRONT SYSTEM BY "YKK" .040 MIL ALUMINUM SILL / I PAN - SEE DETAIL A/A9c OREFRONT "STEM BY "YKK" 4O MIL ALUM. _L PAN - SEE :TAIL A/A(bc SEALANT EXTERIOR 'S TRIM - REFER EXTERIOR EVATIONS FOR PE AND LOCATION CMU 3" SMOOTH SAND OAT FINISH STUCCO STOREFRONT SYSTEM BY "YKK" .040 MIL ALUM. SILL PAN - SEE DETAIL A/A9c SEALANT CONCRETE SILL EXTERIOR a" CMU 5/8" SMOOTH SAND FLOAT FINISH STUCCO UJINDOI.J TYPES I 9c UAL EQUAL ,EQUAL 3 _ A9c m Aoc O ALUMINUM STOREFRONT WINDOW SYSTEM 3/8" HEM EDGE --/ I I I i 5 �/ 9c O ALUMINUM STOREFRONT WINDOW SYSTEM WIDTH OF WINDOW FRAME PLUS I/8" I" SIM 4 gb 0 _@ t to 14 tt �.9b SIM -r cM m O INTERIOR WINDOW SYSTEM .mom MIL ALUMINUM PAN FINISH TO MATCH WINDOW SYSTEM FINISH *ALL JOINTS MUST BE WATER TIGHT OUJINDOUJ SILL DETAIL Gi SILL PAN DETAIL SGALE: 3 = I'-0' SCALE: NCNE REVISIONS BY I CON � Q a cd r- u 7 �r- tri N a L. U .� o� u ` to y Q ti > Q°'0 q 3 " 3ti E o I . ` N �^ Cn U z q3 O � x � U � z z w J a��o�rnt O U) W corX"x0��.•I ,z�"� o O�z �d _Iii. --Co U. v cli yam, N m U- 00 R� N {$ ,d O 7E V o y y Q� f U � Z o o, Ln rM O M m J E Q i D — a�S O v O L1 — LLJ O 0 N L) U > V) 0 CL Q O >1 C) m _ a z 0 0 J W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A9c 11 Pi jectsTrojeets 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A9ab-DR & WIN SCHD.dwg, 2/8/2018 4:32:51 PK JSimou, Xerox 6604 PS.pc3 SOLID SURFACE TRANSACTION TOP 20 GA. STEEL CHANNEL SOLID SURFACE FASTEN TO STRUCTURE TRANSACTION TOP WOOD VENEER SOUND INSULATION -SEE ABOVE "6GD-2500 INTERIOR SOUND INSULATION FLOOR PLAN FOR LOCATION SERIES SEE FLOOR PLAN 5/8" GYPSUM WALLBOARD 5/8" GYPSUM WALLBOARD DRY -GLAZED" ALUMINUM FOR LOCATION 3-5/8" METAL 3 $/a" 25 GA. 5/8" GYPSUM WALLBOARD GALV. STEEL HORIZONTAL SLIDING STUD FRAMING 5/6" G.W.B. OVER Ix3 STUDS AT 6'-0" WINDOW N-I SOUND INSULATION 3-5/8" METAL FURRING OVER 1" O.C. 3-5/8" METAL STUD FRAMING INTERIOR RIGID INSULATION 3-5/8" METAL STUD FRAMING STUD FRAMING 5/8" GYPSUM = 5/8" GYPSUM 5/8" GYPSUM WALLBOARD WALLBOARD WALLBOARD iv �- SLIDING WINDOW WOOD VENEER TRACK JAMB�����;�. 5/8" GYPSUM \ \ WALLBOARD FIRE BLOCKING AS PER FBC CIS i WOOD VENEER 040 ALUMINUM BRAKE 040 ALUMINUM BRAKE METAL. FINISH AND MIN UM STOR CONCRETE BLOCK WALL EXTERIOR 3-5/6" METAL 1 _4 COLOR TO MATCH COLOR TO MATCH EXTERIOR WINDOW FRAME COLOR WINDOW SYS MEFRONT 5/8" GYPSUM WINDOW FRAME COLOR STUD FRAMING WALLBOARD PROVIDE BLACKENING FILM ALUMINUM STOREFRONT 5/8" GYPSUM ON THE INSIDE OF GLAZING WINDOW SYSTEM WALLBOARD 3-5/8" METAL STUD FRAMING LAY -IN ACOUSTICAL OR GYPSUM BOARD CEILING. K MILLWORK DETAIL 5L4CKENING WINDOW DETAIL � O WALL / WINDOW DETAIL SCALE: I" = I'-0" SCALE: 1-1/2" = I'-0" SCALE: 1-1/2" I'-0" 5/8" x 48" WIDE G.W.B. APPLIED HORIZONTALLY OR VERTICALLY, COMER JOINTS OVER STUDS, 4'-0" STAGGER 16" O.C. OPPOSITE SIDES. ATTACH TO STUDS AND RUNNERS l/8" STUCCO OVER 1'-2" I'-8" I'-2" ro" METAL STUD WITH I" LONG TYPE "S" SCREWS AT PAPER BACKED METAL FRAMING -SEE THE JOINTS t RUNNER CHANNELS LATH OVER "TYVEK" DECORATIVE TILE WALL SECTIONS 1/2" TO 3/4" FROM EDGES OF G.W.B. BUILDING WRAP OVER 1/2" FINISH AT RECESS - SEE EXTERIOR GRADE EXTERIOR ELEVATIONS SOUND INSULATION - SEE 3-5/8" METAL SCREWS SHALL BE SPACED 8" O.G. PLYWOOD SHEATHING FLOOR PLAN FOR LOCATION STUD FRAMING ALONG EDGES OF BOARD AND 12" O.G. IN THE FIELD, COVER JOINTS WITH TAPE AND JOINT COMPOUND N 5/6" GYPSUM WALLBOARD 5/6" GYPSUM WALLBOARD PER GA - WP - 1200. INCREASE METAL STUD THICKNESS AS - ------------------------- REQUIRED FOR PLUMBING AND 5/8" STUCCO p z 5/8" G.W.B. OVER Ix3 FURRING OVER I INTERIOR ELECTRICAL. RIGID INSULATION7 FIRE BLOCKING AS PER FBC 718 _J Q O ,.. . 3 5/6" OR 6" (SEE FLOOR PLAN) uJ LEA GALV. STEEL STUDS AT 16" O.C, 20 - m GA.STUDS AT WALL MOUNTED EQUIPMENT �— R-II BLANKET INSULATION AT Q u- SOUND PROOF PARTITIONS ONLY, *SECTIONS AT BUMP -OUT ARE ` \ ABOVE 4'-8" - SEE WALL U 25 GA. GALV. STEEL CHANNEL SECTIONS FOR MORE INFORMATION Y.'�,�� FASTEN TO SLAB AT 24" O.G. CONCRETE L ALUMINUM STOREFRONT FLOOR SLAB MASONRY WALL - L I_ BLOCK WALL WINDOW SYSTEM _ _ _ _ _ SEE STRUCTURAL .040 ALUMINUM BRAKE METAL. FINISH AND PROVIDE BLACKENING FILM COLOR TO MATCH ON THE INSIDE OF GLAZING WINDOW FRAME COLOR. 5/8" STUCCO EXTERIOR O DETAIL O 5LACKENII- WINDOW DETAIL O NON-iIUMO PAWITION SCALE: 3/4" = I'-0" SCALE: 1-1/2" = I'-0" SCALE: x" = 1'-0" 4--011 3-5/8" METAL SOUND INSULATION - SEE FLOOR PLAN FOR LOCATION 3 MASONRY BELOW STUD FRAMING STUCCO FINISH TO BE ALIGNED 5/8" GYPSUM 5/8" GYPSUM WALLBOARD • l/8" STUCCO OVER I'-2" I.-all1'_211 6 METAL STUD WALLBOARD PAPER BACKED METAL LATH OVER FRAMING -SEE 5/8" G.W.B. OVER Ix3 FURRING (2) 1/2" DIA THRU "TYVEK" BUILDING DECORATIVE TILE WALL SECTIONS OVER I RIGID INSULATION BOLTS SECURE WRAP OVER I/2" FINISH AT RECESS -SEE o o TO STEEL TUBE EXTERIOR GRADE EXTERIOR ELEVATIONS ROOF OVERFLOW fNTERIOR METAL STUD FRAMING PLYWOOD IDRAIN LEADER - SOUND INSULATION SHEATHING SEE ROOF PLAN rTr I I ROOF DRAIN „ i i 3" x 3" x 3/16" STEEL LEADER - SEE 5/8" STUCCO L J TUBE, ONE AT CENTER ROOF PLAN AND ONE AT END OF ` o o LOW WALL �t - 5/8" STUCCO (2) 4" X 9" X I/2" THICK 3 5/8" WIDE BASE i < r -- -- .�' ANGLE /PLATE. SECURE TO FLOOR WITH (4) 3/8" DIA. X 3" LONG BOLTS .040 ALUMINUM BRAKE DRILLED AND EPDXIED METAL. FINISH AND INTO CONCRETE SLAB COLOR TO MATCH MASONRY WALL - WINDOW FRAME COLOR CONCRETE EXTERIOR SEE STRUCTURAL BLOCK WALL -SECTIONS AT BUMP -OUT ARE ABOVE 4'-8" - SEE WALL ALUMINUM STOREFRONT PROVIDE BLACKENING FILM SECTIONS FOR MORE INFORMATION WINDOW SYSTEM ON THE INSIDE OF GLAZING ODETAIL 0 13LAC ENII- WINDOW DETAIL SCALE: 3/4" = I'-0" SCALE: 1-1/2" = 1'-0" Ix WOOD (POPLAR) CAP WITH EASED EDGE - - 77 I x 3 POPLAR TRIM WITH EASED EDGE INTERIORSOUND INSULATION 2 x 4 CONTINUOUS WOOD 5/8" STUCCO SEE FLOOR PLAN 4 BLOCKING 6" METAL STUD FRAMING 5/8" GYPSUM WALLBOARD FOR LOCATION 5/8" G.W.B. - SEE WALL SECTIONS SOUND INSULATION 3-5/8" METAL CL 3 5/6" METAL STUDS AT STUD FRAMING 1/8" STUCCO OVER PAPER BACKED 3-5/6" METAL METAL LATH OVER "TYVEK" STUD FRAMING BUILDING WRAP OVER 1/2" EXTERIOR (2) 1/2" DIA. THRU BOLTS GRADE PLYWOOD SHEATHING 5/S" GYPSUM ILL,SECURE TO STEEL TUBE v - 5/5" STUCCO WALLBOARD = @ (2) 4 x 9 x I/2 THICK 3 5/8' WIDE BASE ANGLE / PLATE. SECURE TO FLOOR WITH (4) i . 3/8" DIA, X 3" LONG BOLTS DRILLED AND EPDXIED INTO SI CONCRETE SLAB CONCRETE SLAB .040 ALUMINUM BRAKE 040 ALUMINUM BRAKE MASONRY WALL - METAL. FINISH AND METAL. FINISH AND SEE STRUCTURAL COLOR TO MATCH COLOR TO MATCH " WINDOW FRAME COLOR EXTERIOR WINDOW FRAME COLOR *SECTIONS AT BUMP -OUT ARE ABOVE 4'-8 SEE WALL PROVIDE BLACKENING FILM ALUMINUM STOREFRONT 8E- SECTIONS FOR MORE INFORMATION ON THE INSIDE OF GLAZING WINDOW SYSTEM ODETAIL (DIBLACXENINGG WINDOW DETAIL B O LOW WALL WITH CAP OETAIL SCALE: 3/4" = I'-0" SCALE: 1-1/2" = I'-0" SCALE: 1-1/2" = I'-0" REVISIONS BY �i y w I�r U CD CM N Q ti X / N • L OC�l G U cd E ~ o rn 0 ►--. c , C _ ` N I�r � � U a _ c �* ti O - ��1 f C r C U � Z o rn c J N � M •O O M m J E_ Q in �i•00 O Ii_ — LLI 'L_ O O c O U 0 U `> U) N -C O a- O Q O >1 Q m t a O C IV Z Q O J W LL Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A10 H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-ArchitecturalWlo CONSTR DETAILS.dwg, 2/8/2018 4:32:23 PM, JSimon, Xerox 6604 PS.pc3 I � IM I'M Mm loll C;ORRIOOR 1038 1 WNW OFFICE T 7 1046 OFFICE -A— 0 OREAMOOM 1045 f-sq-8 '1033 LL MeAM 1 1041 4/Aiici 1011 7 2, r TRIAQE -77, J -A 1029 II/Alld 510 MAZ EXAM V 3/Allb � L L EXAM L3 FJ lolo WAITING 41AIlb 1005 L -t ME06 102-1 C4- LU TRIAGE 1011 81AIlr- 11AIlb SKAM 00MOOR 6/Alllo 1012 xx 77r;M7rM1 117+71 1014 I.T. ROOM _I,i1009 7- -ild%I01AIIb 1004 LAM, 100& 21AIlr- blAllrs E ------ OFFICE / -1018 I 1024 ;; f� - U17 BLOOD L L-311 J 011MW 1008 CORIQIOOR /AlIc 1011 3/Allc Jj LAAS Imml Q 4T LL---J1023 IH ------ ----- EXAM. MOM EXAM -i .1021. K120 22 I/Allc e —T— —7— IT a-Ili0 mizao MIIIIIIIIIIII LOBBY ELEVATOR 1002 I 1054 4 J, OFFICE 1060 WOUM OFFICE KEEPWA ' U277777=1 1 +++1 L -i JI L J-- of I - Ll- "ITM Y. 4 MIR sTA* foiLET W )J, -7 BREAKMOM MECR ROOM 111B13 f-ill 6TAIR 2 1� OFFICE OFFICE OFFICE, 1064 1065 1066 F CORRIDOR < Toll < \\106 9 � 1. 1 LLYII CLOGE V 1063 IrVAM Irk 'Fit LJ L 7 TRIAGE 1013 I/Allf -IlAl8/Alle WOM19WDOM 4/Allf "Woolls 10-12 10-71 -7- 1 LE '4 I 101AII I I M r C11 RECEPTION � -i C14 105,11 m I Iola 41AIls momt a/Allf 1066 L T > IO/AIIF E) (m 'WW" CoMpOR 5/AIIF low TRIAAE 1081 I/Allf 1065 -41100" O IST FLOOR - MILLWOW PLAN SCALE: 1/8" = I'-011 GENERAL NOTES I. THIS PLAN 16 FOR MILLWORK ELEVATIONS AND DETAILS COORDINATION ONLY. 2. FOR ALL CLOSET ROOMS FIXED SHELVING - SEE DETAIL I/Al3c AND FOR ADJUSTABLE SHELVING SEE DETAIL 2/,413c. REVISIONS BY CO CIA ID E '5 E cd O C: 1:Z> I'll u • LC) > E CV ti q\I . ........ . co c1l C) O Lo C r4) 0 M E V) 0- o 0 - 2 W L- 0 to EL 0 >1 m -C CL z 0 LLJ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Alla H:\ProjectsTrojects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\Allabedefg- 1st Floor - IELEV.dwg, 2/14/2018 1:53:09 PM, Amon, Xerox 6604 PS.pc3 ��� R�c�PtION SCALE: 3/8" = I'-0" I�I RMCEPTION SCALE: 3/5" = I'-0" 24 24 24 24 3 - 26 2,-0„ - - OPENING e w 21 23 i 23 22 2z 2 2 2 2 J(DIL45 FMCEPTION SCALE: 3/S" = I'-0" I 101 R.MCEPTION RM 1010 SCALE: 3/8" = 1'-0" O L413 RECEPTION RM 1006 SCALE: 3/8" = I'-0" 0 RaCEPt ION RM 1010 SCALE: 3/8" = I'-0" O LA5 RECEPTION RM 1006 SCALE: 3/8" = 1'-0" NV== ur—AM —= NiN= cpr—AkC—= 101 R CrPtION RM 1010 SCALE: 3/8" = I' -0" 3'-6" 101 R CrPT,ON RM 1010 SCALE: 3/8" = I'-0" ,m L�48 i SCEPTION RM 1006 SCALE: 3/8" = I'-0" 26 - F,Ntt t7r-AL.= KEYED NOTES 0 DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND OKEYBOARD DRAWER OCOPIER BY TENANT OREFRIGERATOR BY TENANT OUNDER COUNTER REFRIGERATOR BY TENANT OMICROWAVE BY TENANT 10 LINKSYS - VERIFY WITH OWNER. II STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 12 60" ELEVATING PATHOLOGY WORKSTATION - VERIFY WITH OWNER. 13 LAMINATED END PANEL 14 LAMINATED BACKSPLASH 15 LAMINATED COUNTER TOP 16 LAMINATED SUPPORT. I-f EXHAUST HOOD - SEE MECHANICAL DRAWINGS. IS SPECIMEN PASS THRU WINDOW - SEE TOILET FLOOR PLAN 19 DISHWASHER (BY OWNER) 20 LOW WALL WITH WOOD CAP - SEE DETAIL 5/A10. 21 WHITE, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, PGT SERIES "SGD-25000 DRY -GLAZED" WITH CLEAR GLASS. 22 3/6" WIDE x 3/8" DEEP REVEAL - SEE DETAIL 3/A13c. 23 WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE 24 CROWN MOLDING / CORNER MOLDING - SEE CEILING PLAN AND DETAILS. RM 1010 25 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 26 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 0 SOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES. 28 G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS 29 SCALE BY TENANT 30 IS" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" A.F.F. MAX. 31 FALSE LAMINATED PANEL. RM 1006 GENERAL NOTE-$ 1, SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS AND DETAILS. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL. 3. SEE SHEET A13a, A13b AND A13c FOR CABINET DETAILS. 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. REVISIONS BY r �m U CO N - o N o � U it ¢ E - rn -• 033 ~ 0-0 a� ti y T. 3 N W a c) 1. l ' N 9 1J C V � Z O J 0:� cV lf') � M .� 0 M m J E N Q (n c •o 86 O U LJ-. — LJ 0 v v vi m 0 >, m C Z Q v J W L.- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A 11 b H:\Projects\Projeds 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\AI labcdefg- 1st Floor - IELEV.dwg, 2/14/2018 1:53:00 PM, JSimon, Xerox 6604 PS.pc3 I F,rv=t I-,N== ar �ac.c I�I LA8 RECEPTION SCALE: 3/8" = I'-0" r RM 1006 J(DI LA15 RECEPTION SCALE: 3/8" = I'-0" m o- o � �II °I� 101 5LOOD DRAW SCALE: 3/5" = I'-0" 3'-6" KNEE SPACE O RE�ERr4LS SCALE: 3/8" = I'-0" 12 12 13 13 12 13 101 �L° Dom' RM 1008 SCALE: 3/8" = I'-0" _ 1VNtt �Y"AC..t al ORALS RM 1014 SCALE: 3/8" = I'-0" N cN J a I RM 1008 J(DI IBLOOD DR. -AM SCALE: 3/6" = 1'-0" �� RALS RM 1014 SCALE: 3/8" = 1'-0" 4'-3" KNEE SPACE 01�aLS RM 1014 SCALE: 3/8" = I'-0" NJNMM orHL.c 101 TRIAr4g RM 1008 SCALE: 3/8" = I'-0" 3' - 0" CLEAR i' 13 iEIR4LS RM 1014 SCALE: 3/8" = 1'-0" KEYED NOTES ODOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND OKEYBOARD DRAWER OCOPIER BY TENANT OREFRIGERATOR BY TENANT OUNDER COUNTER REFRIGERATOR BY TENANT OMICROWAVE BY TENANT 10 LINKSYS - VERIFY WITH OWNER, II STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 12 60" ELEVATING PATHOLOGY WORKSTATION - VERIFY WITH OWNER. 13 LAMINATED END PANEL 14 LAMINATED BACKSPLASH 15 LAMINATED COUNTER TOP 16 LAMINATED SUPPORT. IZ EXHAUST HOOD - SEE MECHANICAL DRAWINGS. 18 SPECIMEN PASS THRU WINDOW - SEE TOILET FLOOR PLAN 19 D15HWA6HER (BY OWNER) 20 LOW WALL WITH WOOD CAP - SEE DETAIL 5/A10. 21 WHITE, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, PGT SERIES "SGO-25000 DRY -GLAZED" WITH CLEAR GLASS. 22 3/8" WIDE x 3/8" DEEP REVEAL - SEE DETAIL 3/A13c. 23 WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE 24 CROWN MOLDING / CORNER MOLDING - SEE CEILING PLAN AND DETAILS. RM 1001 25 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 26 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 2� SOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES, 28 G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS ?9 SCALE BY TENANT 30 IS" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" A.F.F. MAX. 31 FALSE LAMINATED PANEL. RM 1013 6-EfeAL NOTES I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS AND DETAILS. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL. 3. SEE SHEET A13a, A13b AND A13c FOR CABINET DETAILS. 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. RM 1014 REVISIONS BY �i r u r _ . L- E v,mr` u o c O U N ` ' a > Q E ~ c 0 o _ � 3 v ti W a r. i Li Cr `r C i k 1 U QJ V � Z O J N lf) O M m J E N Q (ll C O U - W L. O 0 Oj N vUi Q O m a N N z O o W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A 11 c H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\AI labcdefg- 1st Floor - IELEV.dwg, 2/14/2018 1:52:50 PM, JSimon, Xerox 6604 PS.pc3 ill 101 NUBS= STATION SCALE: 3/S" = I'-0" n 11 KNEE 5PACE KNEE 5PACE KNEE SPACE 01UR5NE STATION RM 1015 SCALE: 3/8" = I'-0" F f C.LtAK KNEE 5PACE 101 NURSE STATION I' RM 1015 SCALE: 3/6" = -0" KNEE SPACE KNEE SPACE KNEE 5PACE KEyr=0 NOTES OI DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FIN15H SCHEDULE 3O OPEN SPACE / KNEE SPACE BELOW COUNTER O4 OPEN BEYOND OKEYBOARD DRAWER OCOPIER BY TENANT OREFRIGERATOR BY TENANT 0 UNDER COUNTER REFRIGERATOR BY TENANT OMICROWAVE BY TENANT 10 LINKSYS - VERIFY WITH OWNER. II STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 12 60" ELEVATING PATHOLOGY WORKSTATION - VERIFY WITH OWNER, 13 LAMINATED END PANEL 14 LAMINATED BACKSPLASH 15 LAMINATED COUNTER TOP 16 LAMINATED SUPPORT. 17 EXHAUST HOOD - SEE MECHANICAL DRAWINGS. 18 SPECIMEN PASS THRU WINDOW - SEE TOILET FLOOR PLAN 19 DISHWASHER (BY OWNER) 20 LOW WALL WITH WOOD CAP - SEE DETAIL 54410. 21 WHITE, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, PGT 5ERIE5 "SGD-25000 DRY -GLAZED" WITH CLEAR GLASS. 22 3/8" WIDE x 3/8" DEEP REVEAL - SEE DETAIL 3/A13c. 23 WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE 24 CROWN MOLDING / CORNER MOLDING - SEE CEILING PLAN AND DETAILS. RM 1015 25 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 26 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 2'1 SOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES. 28 G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS 29 SCALE BY TENANT 30 IS" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" APR MAX. 31 FALSE LAMINATED PANEL. EXAM IG)l EXAM O NURSE 8TATION 01 NURSE STATION GENERAL NOTES O SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" RM 1033 SCALE: 3/6" -- 1'-0" RM 1033 F r CLEAR KNEE 5PACE IG)lNURSE STATION SCALE: 3/8" = I'-0" 11 .1I 9 11FMA GROOM RM 1033 SCALE: 3/8" = 1'-0" RM 1048 SCALE: 3/8" = R-0"OM 11 TRIAGE RM1048 SCALE: 3/6" = 1'-0" RM 1031 I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS AND DETAILS. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL, 3. SEE SHEET A13a, A13b AND A13c FOR CABINET DETAILS. 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. REVISIONS BY �i Y 00 Cn -8, E ci N C • U 0 0 U N • � L i ~ Q E C �y F ti O C n N x co C1 f f? IUD• �� 777 1 �� cr N _ . 4.J cn O 7 U � Z O J 0:� N Ln �° U Cn tf) C ►M .� O M m _J E >• :3 O Ei U _ L,J -° 0 U v � v v, 0 Q 0 m t a N N z O o W LL Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Alld H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Arcbitectural\Al labedefg- 1st Floor - IELEV.dwg, 2/14/2018 1:52:39 PM, JSimon, Xerox 6604 PS.pc3 101 i;mCEf*TION SCALE: 3/8" - I'-0" 11 KNEE SPACE O ieECALE: 3EPTION RM 1051 SC/6" = I'-0" KEYED NOTES ODOOR / WINDOW SYSTEM - SEE FLOOR PLAN .AND DOOR / WINDOW SCHEDULE (2 BASEBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER' OOPEN BEYOND OKEYBOARD DRAWER OCOPIER BY TENANT OREFRIGERATOR BY TENANT OUNDER COUNTER REFRIGERATOR BY TENANT OMICROWAVE BY TENANT 10 LINKSYS - VERIFY WITH OWNER. II STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 12 60" ELEVATING PATHOLOGY WORKSTATION - VERIFY WITH OWNER. 13 LAMINATED END PANEL 14 LAMINATED BACKSPLASH 15 LAMINATED COUNTER TOP I6 LAMINATED SUPPORT. it EXHAUST HOOD - SEE MECHANICAL DRAWINGS, IS SPECIMEN PASS THRU WINDOW - SEE TOILET FLOOR PLAN 19 D15HWA5HER (BY OWNER) 20 LOW WALL WITH WOOD CAP - SEE DETAIL 5/410. 21 WHITE, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, PGT 5ERIE5 "SGD-25000 DRY -GLAZED" WITH CLEAR GLASS. 22 3/8" WIDE x 3/8" DEEP REVEAL - SEE DETAIL 3/A13c. 23 WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE 24 CROWN MOLDING / CORNER MOLDING - SEE CEILING PLAN AND DETAILS. RM 1051 25 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 26 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 21 SOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES. 28 G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS 29 SCALE BY TENANT 30 15" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" A.F.F. MAX. 31 FALSE LAMINATED PANEL. IDI FMCEi�TION IDI i�ECEPTION IG)l i CEPTION I GENERAL NOTES I SCALE: 3/8" I'-0" RM 1051 SCALE: 3/5" = I'-0" " _ " RM 1051 SCALE: 3/8 I'-0 RM 1051 01 RECEPTION SCALE: 3/S" = 1'-0" O RECEPTION RM 1051 SCALE: 3/8" = I'-0" 0 RM 10TRIAGE 51 SCALE: 3/8" = 1'-0" 11 op 9 RM 1013 wc"*Wom 1�a 00\1014 i N OP J(DI OOM RM 1012 SCALE: 3/8" = I'-0" RM 1012 I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS AND DETAILS. 2, 5U5MIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL. 3. SEE SHEET 413a, A13b AND A13c FOR CABINET DETAILS. 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. REVISIONS BY �i �, Go y CO M rs 70 c �� o N vl G cXS N M C d ,1 r • 1--�� o ti O U N cd Q E ti 3 ti CJ r—. r r—� U ;k .J c7 rj a m �N Lu �- � Co clIj MF 4J c Q � N J U � Z O c J cr- N U7 O M m J _ E O Q (/) C `_- U •O O 0 � 0 _ W 0 0 U> 0 vi U N "0 N 0 � N a 0 �. m -C N � N Z Q C0 J w Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Al 1 e H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectnra]\P.l labcdefg- 1st Floor - IELEV.dwg, 2/14/2018 1:52:29 PM, Aimon, Xerox 6604 PS.pc3 r EXAM ALE: 3/8" = I'_01' IG)l1NURSE = STATION SCAL G)IlNUS STATION SCALE: 3/8" = 1'-0" KNEE SPACE 4 ( EXAM SCALE: 3/8" = I'-0" KNEE SPACE KNEE 5PAGE F a 01 NURSE STATION SCALE: 3/8" = I'-0" RM 1018 1@1 NURSE STATION SCALE: 3/8" = I'-0" 11 KNEE SPACE KNEE 5PAGE CLEAR KNEE SPACE O NURSE STATION RM 1018 SCALE: 3/8,, = 1'-0" 1(2)1 NUS STATION RM 1018 SCALE: 3/a" = I'-0" KNEE 5PAGE KNEE 5PAGE IOI NUS STATION RM 1018 SCALE: 3/a" = I'-0" 81 TRIG RI"1 101 1 SCALE: 3/8" = I'-0" KEYED NOTES Ol DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE O3 OPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND OKEYBOARD DRAWER OCOPIER BY TENANT OREFRIGERATOR BY TENANT OUNDER COUNTER REFRIGERATOR BY TENANT OMICROWAVE BY TENANT 10 LINKSYS - VERIFY WITH OWNER. II STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 0 �p 12 ro0" ELEVATING PATHOLOGY WORKSTATION - VERIFY WITH OWNER. 13 LAMINATED END PANEL 14 LAMINATED BACK51PL,45P 15 LAMINATED COUNTER TOP ICE LAMINATED SUPPORT. iT EXHAUST HOOD - SEE MECHANICAL DRAWINGS. IS SPECIMEN PASS THRU WINDOW - SEE TOILET FLOOR PLAN 10 DISHWASHER (BY OWNER) 20 LOW WALL WITH WOOD CAP - SEE DETAIL 5/A10. 21 WHITE, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, PGT SERIES "5GD-25000 DRY -GLAZED" WITH CLEAR GLASS, 22 3/6" WIDE x 3/6" DEEP REVEAL - SEE DETAIL 3/A13c. 23 WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE 24 GROWN MOLDING / CORNER MOLDING - SEE CEILING PLAN AND DETAILS. RM 1016 (311FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 26 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 21 SOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES. 28 G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS 29 SCALE BY TENANT 30 IS" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" A.F.F. MAX. } 31 FALSE LAMINATED PANEL. RM 101a RM 1085 GENERAL NOTES I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS AND DETAILS. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL, 3. SEE SHEET A13a, A13b AND A13c FOR CABINET DETAILS. 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS" REVISIONS BY �i N w 4 N 7 0 E C\J6 t� U Y U :6 .U� v'Sali.� 0 L U > E CV ti L � U W II f` fUt, w y n n cr .0 C C U � Z O U O M m J E _ >. O Q i7i C :3 U O 0 tL _ W -° 0 U v v rn N °' t ° a� Q 0 >. C) m t ID O � = N z O ° J w LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A 11 f H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectuml\Al labcdefg- 1st Floor - IELEV.dwg, 2/14/2018 1:52:20 PM, ]Simon, Xerox 6604 PS.pc3 I KNEE SPACE KNEE SPACE CLEAR gt�►tION JOJ NUS STATION O NURSE STATION [OLNURSE ALE: 3/6" = 1'-0" RM 1098 SCALE: 3/8" i'-0" RM 1098 SCALE: 3/6" 1'-0" RM 1098 101 5 SCALE. - I�� KEYED ED NOTES Ol DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE 0 OPEN SPACE / KNEE SPACE BELOW COUNTER O4 OPEN BEYOND O5 KEYBOARD DRAWER OCOPIER BY TENANT OREFRIGERATOR BY TENANT OUNDER COUNTER REFRIGERATOR BY TENANT OMICROWAVE BY TENANT N 10 LINKSYS - VERIFY WITH OWNER. II STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS iA 12 60" ELEVATING PATHOLOGY WORKSTATION - VERIFY WITH OWNER. 13 LAMINATED END PANEL 14 LAMINATED BACKSPLASH IS LAMINATED COUNTER TOP 16 LAMINATED SUPPORT. Il EXHAUST HOOD - SEE MECHANICAL DRAWINGS. IS SPECIMEN PASS THRU WINDOW - SEE TOILET FLOOR PLAN 19 DISHWASHER (BY OWNER) 20 LOW WALL WITH WOOD CAP - SEE DETAIL B/AIO. 21 WHITE, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, PGT SERIES "SGD-25000 DRY -GLAZED" WITH CLEAR GLASS. 22 3/8" WIDE x 3/6" DEEP REVEAL - SEE DETAIL 3/A13c. 23 WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE 24 CROWN MOLDING / CORNER MOLDING - SEE CEILING PLAN AND DETAILS. RM 1099 25 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 26 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 2D SOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES, 28 G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS 29 SCALE BY TENANT 30 IS" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" A.F.F. MAX, 31 FALSE LAMINATED PANEL. CENEiz4L NOTES I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS AND DETAILS. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL. 3. SEE SHEET A13a, A13b AND A13c FOR CABINET DETAILS. 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. REVISIONS BY rf� 00 M � CJ L- v ti u r. v p I—~ O U N it d E > c ti E ti N CJ W ttrrSA. -J \,.-. �.........,a,..a�. k O ro y U_ J f O U � Z O O J N � U N lf') ►M co a� } V 0 0 o LL_ — LL1 O v cc v v; U L > — N -C v � O Q O A 0 m a O N z O v w JLi- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A 11 g WProjectsTrojects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\AI labcdefg- 1st Floor - IELEV.dwg, 2/14/2018 1:52:13 PM, ]Simon, Xerox 6604 PS.pc3 C.=.= =3 F A I 113- _J -J-- -11i J r- 7 F -1 r- -7 F- 7 n RIN ROOM i -7 F U.- L u C: 3 C===3 7 75 E- ,C441"w fi NUTRITION L J 2036 13IA12r, 12/.412c --Vol F44APRIACY E� --1 L --- :J - - =ED- 20 71 cv U S/Al2b I0/Al2c 2031 L--J Q.C;eLWT 2032 2033 CE, p Elp u OC44EPULE 2034 41Al2b OWICE RECEPTION 2030 2005 EXAM EXAM 2028 2021 I/Al2c 8/Al2lb IIA12b EXAM 2023 TRIAGE 2022 2020 </ 7- I L—,J _J EXAM 2013 mow I/Al2c,. IL 2021 71 MUM 10 W. 4 . awkwwi* UU1 IK4 )IN 000 -4 1 u rM A I w 1 Mm• 3 3/Al2d A412d -Z M IM r.q pl- M r 5 —sn M f 10 M Z IM M• I '' "111TINGS 2004 2051 HOLM 2045 111-14+111 .. III+++]I1 .. 11 14�11 L 2050 Ill .. I 117-711 11 144+1 1 1 F L 4c - J AC rgPIAW L W"AT01 LOW, 4H-1 2001 - I- rj STAIR I 2003 L ---j Ep 1 r- - - 7 L -i STAIR 2 2055 EXAM fu EXM 2058 2056 J 2051 L 71 2054 II r- 7- 7r- — — - 4 'TOILET TEXAM 2052 6/Al2s /> F Lil TMAW —EXAM 19/Al2. 2065 2062 IIA12o 100"I COMICOR I/Al2f 2063 lit \U- Iff EXAM lit CLOSET 87-1 EXAM \J 2010 it 2061 2068 _k WA12d i 10 I RECEPMN UWTING 2048 -------- 2041 L -J CLOSET CLOSET 713. _7 GC44ECKLE 1/Al2d 2016 2014 EXAM 10/Al2e F=1 ---- ------------ -Ift LET 7 F 7- --It- 12 084 TOILET Qlt 4/Al2f \1 2018 X POST-OP 20,33 r ---------- U- �Mg '41 - 6/A]2f 3/Al2P I tl MOM 2Oa2 2Oc32 A 2011b 7o e —o 0I-oak, 13/AI2& I/Al2F Compog 2081 OFFICE 20'30ti OFFICE I°I2084 L-H 2089 k 0:;111,1:01111� 2088 EXAM 1087 2065 EXAM, O2ND FLOOR - MILLWOW PLAN SCALE: 1/8" = V-011 GENEI"L NOTES I. THIS PLAN 16 FOR MILLWORK ELEVATIONS AND DETAILS COORDINATION ONLY. 2. FOR ALL CLOSET ROOMS FIXED SHELVING - SEE DETAIL I/A13c AND FOR ADJUSTABLE SHELVING SEE DETAIL 2/Al3c. REVISIONS BY c-, E E- E C\1 cd Lo w lu > E Ln 00 7:5 C\J EtiG a) C" FA C,,J lx ✓ co O 04 m U-) C Pt) 0 i7i C:6 0 0 Q 0 L1.- - Li -0 L. 0 o C) u > W C) 0 m -C z 0 LL- LLJ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Al 2a HAProjectsTrojects 2015\15025 - FMCEfland Blvd Expansion\04-CD\01-CD.A\04-Architectuml\Al2abcdcf- 2nd Floor- IELEV.dw& 2/14/2018 2:09:59PM, JSimon, Xerox 6604 PS.pc3 �02 1 IRECE SCALE: 3/8" = I'-0" F r KNEE SPACE RM 2005 101 5���I� r rv== ar-Aa -= NN== 5r sac.= r rv== attic.= KEYED MOTES Oi DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE O3 OPEN SPACE / KNEE SPACE BELOW COUNTER O4 OPEN BEYOND O5 KEYBOARD DRAWER OCOPIER BY TENANT OREFRIGERATOR BY TENANT f�S UNDER COUNTER REFRIGERATOR BY TENANT O9 MICROWAVE BY TENANT 10 LINKSYS - VERIFY WITH OWNER. II STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 12 60" ELEVATING PATHOLOGY WORKSTATION - VERIFY WITH OWNER. 13 LAMINATED END PANEL 14 LAMINATED BACKSPLASH 15 LAMINATED COUNTER TOP 16 LAMINATED SUPPORT, Il EXHAUST HOOD - SEE MECHANICAL DRAWINGS, IS SPECIMEN PASS THRU WINDOW - SEE TOILET FLOOR PLAN 19 DISHWASHER (BY OWNER) 20 LOW WALL WITH WOOD CAP - SEE DETAIL B/AIO. 21 WHITE, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, PGT SERIES "SGD-25000 DRY -GLAZED" WITH CLEAR GLASS. 22 3/8" WIDE x 3/8" DEEP REVEAL - SEE DETAIL 3/A13c. 23 WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE 24 CROWN MOLDING / CORNER MOLDING - SEE CEILING PLAN AND DETAILS. RM 2005 25 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 26 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 2l SOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES. 28 GJ.U.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS 29 SCALE BY TENANT 30 IS" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" A.F.F. MAX. 31 FALSE LAMINATED PANEL. O3 R C PtION O R c PtION J(DI FMC;r ION c 1 I MOTES SCALE: 3/8" = 1'-0'' RM 2005 SCALE: 3/8" = I'-0" RM 2005 SCALE: 3/5" = I'-0" RM 2005 4'-C" KNEE SPACE 101 RMCEPTION SCALE: 3/8" = I'-0" O RECEPTION RM 2005 SCALE: 3/8" = I'-0" a8 TRIAGE RM 2005 SCALE: 3/0" = I'-0" QRM 2020 9 SCALE: 3/8" = 1'-0" C:LtAK N RM 2006 I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGH76 AND DECORATIVE CEILING DIMENSIONS AND DETAILS. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL, 3. SEE SHEET A13a, A13b AND A13c FOR CABINET DETAILS. 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. REVISIONS BY i u N cc y M N to L CS. 70 C) r a, r- x ti Y m b -arm ./ N r • U 0 C) U N c�S E> d o 0 o C 3 3 v o I \ N Cn a J `d it. 2. r N C o % li � o F _U O U � Z O O M -m J— E- -- O Q (n C � U � 0 C)•0 O 0 C) ° 0 v a� -C CL a� Q 0 >• 0° a N of N z p 0 J W L� Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Al 2b H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architectuml\Al2abcdef - 2nd Floor - IELEV.dwg, 2/14/2018 2:09:49 PM, Aimon, Xerox 6604 PS.pc3 11 I 101 EXAM SCALE: 3/6" = I'-0" KNEE SPACE /41 D21 EXAM SCALE: 3/8" = I'-0" — - - — - — — — — — — — - — -- Q.,I VD 0A QB �00 I.U� 0 I 1 1 1 III I Ill 01 NURSE STATION SCALE: 3/8" = I'-0" KNEE SPACE r KNEE SPACE KNEE SPACE KNEE SPACE 101 NURSE STATION Rl'1 2019 SCALE: 3/8" = I'-0" j i r 3'-i" cv v N I I 17 I 1=====13------, r------ I -- --------h OJl f uL-------1 6========dl II � 12 I 4 I I O ----� _ 10 I II 0— L------ -- L — Iul II I L-- J I F- �I f——— — — — — — � ------11 Ij--— —— I 11 I —— —III I I I F1 I I ICI I I I I I I I I I III I I L -J I II KEYED NOTES 01 DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND OKEYBOARD DRAWER OCOPIER BY TENANT OREFRIGERATOR BY TENANT OUNDER COUNTER REFRIGERATOR BY TENANT OMICROWAVE BY TENANT 10 LINKSYS - VERIFY WITH OWNER. II STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 12 60" ELEVATING PATHOLOGY WORKSTATION - VERIFY WITH OWNER. 13 LAMINATED END PANEL 14 LAMINATED BAGKSPLASH IS LAMINATED COUNTER TOP 16 LAMINATED SUPPORT. Il EXHAUST HOOD - SEE MECHANICAL DRAWINGS. IS SPECIMEN PASS THRU WINDOW - SEE TOILET FLOOR PLAN Ig DISHWASHER (BY OWNER) (311LOW WALL WITH WOOD CAP - SEE DETAIL B/AIO. 21 WHITE, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, PGT SERIES "SGD-25000 DRY -GLAZED" WITH CLEAR GLASS. 22 3/8" WIDE x 3/8" DEEP REVEAL - SEE DETAIL 3/A13c. 23 WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE 24 CROWN MOLDING / CORNER MOLDING - SEE CEILING PLAN AND DETAILS. RM 201g 25 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 26 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 0 SOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES. 28 G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS 3SCALE BY TENANT 30 IS" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" A.F.F. MAX. 31 FALSE LAMINATED PANEL, 101 NURSE STATION 101 Sc�I nUL101 " DUL101 C �►N INCx 101 P�-I,4i�IACY GENERAL NOTES � SCALE: 3/8" - I'-0" RM 201g SCALE: 3/5" = I'-0" " RM 2034 GALE: 3/8 - i'-O" RM 2034 SCALE: 3/8" - I'-0" RM 2036 SCALE: 3/8" - I'-O" RM 203'1 A T 0 O� si_ a o m 10 PHARMACY SCALE: 3/8" = I'-0" 11 PHARMACY RM 2031 1@1 SCALE: 3/8" = I. -Oil I L 3'-0" KNEE SPACE PHARMACY RM 203-1 01 SCALE: 3/8" = I'-0" 13 I":LZION ROOM RM 2031 SCALE: 3/6" = I'-0" RM 2035 I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS AND DETAILS. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL. 3. SEE SHEET A13a, A13b AND 413c FOR CABINET DETAILS. 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. REVISIONS BY �i ►�� U CD � v CON c. L- �' i op �—� U ~ C N cJ t` V N vi ti U \� C'J u" y r U 0 U N it ¢ ~ '- F c 0 o L i ? C , G ` rl-0. / -U Cq N s W a, SL' j n i. i, o oQ °J y r C U � Z rn 0 N Ln � M .� O M m Q N C U46 ° «0 o p LL_ W U v m ° U m Q 0 >• p m s a N Z O v J w LL- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Al 2c HAProjects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectw-al\Al2abcdef - 2nd Floor - IELEV.dwg, 2/14/2018 2:09:39 PM, JSimon, Xerox 6604 PS.pc3 �I NURSE STATION SCALE: 3/8" = I'-0" KNEE SPACE KNEE SPACE J(DI NURSE STATION RM 2041 SCALE: 3/8" = I'-0" 1@1 NURSE STATION RM 2041 SCALE: 3/8" = I'-0" 3'-0" KNEE SPACE nl I KNEE SPACE KNEE SPACE O NURSE 6 T A T ION RM 2041 SCALE: 3/8" = I'-0" 4{, 3'-0" KNEE SPACE KNEE SPACE KEYED NOTSS Ol DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND OKEYBOARD DRAWER OCOPIER BY TENANT OREFRIGERATOR BY TENANT OUNDER COUNTER REFRIGERATOR BY TENANT OMICROWAVE BY TENANT 10 LINKSYS - VERIFY WITH OWNER. II STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 12 60" ELEVATING PATHOLOGY WORKSTATION - VERIFY WITH OWNER. 13 LAMINATED END PANEL 14 LAMINATED BACKSPLASH 15 LAMINATED COUNTER TOP 16 LAMINATED SUPPORT. 0 EXHAUST HOOD - SEE MECHANICAL DRAWINGS. IS SPECIMEN PASS THRU WINDOW - SEE TOILET FLOOR PLAN 19 DISHWASHER (BY OWNER) Z0 LOW WALL WITH WOOD CAP - SEE DETAIL 5/A10. ZI WHITE, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, PGT SERIES "SGD-25000 DRY -GLAZED" WITH CLEAR GLASS. 22 3/8" WIDE x 3/6" DEEP REVEAL - SEE DETAIL 3/AI3c. 23 WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE 24 CROWN MOLDING / CORNIER MOLc>iNG - SEE CEILING PLAN AND DETAILS. RM 2041 25 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 26 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 2� SOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES. 28 G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS 29 SCALE BY TENANT 30 18" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" A.F.F. MAX. 31 FALSE LAMINATED PANEL. lolRECEioTION O RECEPTION GENERAL NOTEES SCALE: 3/8" = 1'-0" RM 2048 SCALE: 3/8" = 1'-0" RM 2046 ORECEPTION SCALE: 3/8" = I'-0" KNEE SPACk KNkk SF'AGk O RECEPTION RM 2048 SCALE: 3/8" = I'-0" 0 RECEPT ION RM 2048 9 SCALE: 3/8" = I'-0" KNEE SPACE RM 2048 I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS AND DETAILS. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL, 3. SEE SHEET A13a, A13b AND AI3c FOR CABINET DETAILS. 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. REVISIONS BY f� u 00 CJ cy ~� C r � — C\1 vi aJ c U ./ N o O L) L7 y N v i ¢ t E Q rn C 7E >' 3 ti . o a N M W t. '_L C; 9 J w r ro. L - C C u; C U � Z O C cV Lo r.0 .� 0 M (D Q (!1 u C)� "a O 0 LA_0— LLI � 0 v C)N V U > 0 t C)N CL a 0 >. 0D a Z Q v J w Lr . Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Al2d H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\Al2abcdef - 2nd Floor - IELEV.dwg, 2/14/2018 2:09:29 PM, JSimon, Xerox 6604 PS.pc3 KEYED NOTES REVISIONS BY 01 DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND --- 28 28 g 28 g O KEYBOARD DRAWER 13 13 O COPIER BY TENANT OREFRIGERATOR BY TENANT 13 13 O UNDER COUNTER REFRIGERATOR BY TENANT 4 O MICROWAVE BY TENANT f 5'-0" - - - --- _ N N _' _ _ _ .• - - - -- � �' I Y ' - - 6'-2" 10 L NKS S - VERIFY WITH OWNER CLEAR ° ° ° I ° ° ° I � I ° ° 14 15 II STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 21 12 60" ELEVATING PATHOLOGY WORKSTATION - VERIFY WITH OWNER. , "- - - - - - 14 15 @ @ 14 15 13 LAMINATED END PANEL ^ - LL-----100 _ - _ . = o e 16 ib 16 14 LAMINATED BACK5PLASH �^ L cD EQUAL EQUAL EQUAL IS LAMINATED COUNTER TOP M 13 13 N n N iv Q E 16 LAMINATED SUPPORT. 13 13 I1 EXHAUST HOOD - SEE MECHANICAL DRAWINGS. s E 2 2 2 2 2 IS SPECIMEN PASS THRU WINDOW - SEE TOILET FLOOR PLAN �� o � N 19 DISHWASHER (BY OWNER) S 4 1 6 I1 1 13 12 v* ti 13b 13 13 13 13 13 13b 13 �I m -- c _ 0 3 LOW WALL WITH WOOD CAP - SEE DETAIL 5/A10. L 3 r � KNEE SPACE KNEE SPACE KNEE 5PAC 21 WHITE, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, PGT SERIES ~� "SGD-25000 DRY -GLAZED" WITH CLEAR GLASS. 9 ►_. E r 22 3/8" WIDE x 3/6" DEEP REVEAL - SEE DETAIL 3/A13c. ► , L N 23 WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE ~^ //�� t /'�' /� '}' /'�) Q,/'`j__( ' ( Q�/'� /' 24 CROWN MOLDING / CORNER MOLDING - SEE CEILING PLAN AND ✓ O REVEP 1 ION O V � 1 IVI ` O f/�/HEOULE O VV������ C, �����VI 1 DETAILS. SCALE: 3/8" = I'-0" RM 2048 SCALE: 3/6" = I'-0" RM 2045 SCALE: 3/8" = 1'-0" RM 2016 SCALE: 3/8" V-0" RM 2016 SCALE: 3/8" = I'-0" RM 2052 25 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 26 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS • 21 SOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES. 28 G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS NJ 29 SCALE BY TENANT 30 18" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" A.F.F. MAX. W 31 FALSE LAMINATED PANEL. a 8 6 28 28 E- 28 8 28 13 13 - CLEAR 13 \ i / F— -----I (14 C14 I II I III - ,. I I II 21- 14 15 cA � I I III - 16 n �n ---- � I I AG 5 O o 5 O 5 O -' -- - O e O 5 Li O 0 5 - I I � " N 13 13 13 13 13 13 13 13 13 13 i I Ef �_}_ 2 14 5 2 2 2 2 2 2 13b 13b 4 5 5 4 9 11 1 3 2 - ' H 13 13 13 13 13 13 13 13 13 3'-5" 3'-5" 3'-✓" 3_03_02_0- J,: KNEE SPACE KNEE SPACE KNEE SPACE KNEE SPACE KNEE SPACE CLEAR s x LLI LL' SRE A4KROOM -� NURSE STATION a NURSE STATION NURSE STATION GENERAL �+ k O SCALE: 3/8" = 1'-0" RM 2052 O SCALE: 3/5" = 1'-0" 9 C ENER�I.. NOTES - ,k ✓ w RM 2059 O SCALE: 3/8" = I'-0° RM 2059 O SCALE: 3/8" = I'-0" RM 2059 `�' (I O k X y y I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND p -a DECORATIVE CEILING DIMENSIONS AND DETAILS. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL. 3. SEE SHEET AI3a, A13b AND A13c FOR CABINET DETAILS. U O 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. Z O 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S C J � N DIRECTIONS. V U) � O M m _J - -- -- M 13 13 13 13 to 0 U � � U .0 0 O � 13 13 �0 �9 - �0 — W 0 - i ' � N CIA — -C EL I I 0 I ° I � O` Q m �p II 15 15 II 14 15 15 14 14 15 15 14 _ N r - - F cv r r cv �� 15 r N o 16 z 0 v 22 - �0 (� 5 cn �n �9 5 v 16 O rn Date: 02. 13. 18 Scale: AS NOTED 2 2 2 2 2 1 II 6 6 I1 1 5 5 Project Mgr: AAY 9 12 4 4 12 9 13 13 13 13 13 13 13 13 13 13 13 13 13 13 3'-0" 3'-0" 4'_0 Drawn: JDS KNEE SPACE KNEE SPACE KNEE SPACE KNEE SPACE KNEE SPACE - Job: 15-025 Sheet ,m EXAM „ EXAM 12 NURSE STATION 13 NURSE ST,4T I ON 14 NURSE STATION 15 NURSE STATION Al 2e SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: 3/5" = 1'-0" RM 2019 SCALE: 3/8" = I'-0" RM 2019 O SCALE: 3/8" = 1'-0" RM 2080 SCALE: 3/0" I'-0" RM 2080 H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectuml\Al2abcdef - 2nd Floor - IEL.EV.dwg, 2/14/2018 2:09:19 PM, JSimon, Xerox 6604 PS.pc3 CLEAR 101 NURSE STATION SCALE:EXAM 3/S" _ 1'-0" RM 2D80 SCALE: 3/6" - I'-0" RM 2082 101 RI 3 1'-0" RM 2065 cf; -oFm , �osT- oPJ(DIoct>Uf RM 20g1 SCALE: 3/5" = I'-0" RM 2093 SCALE: 3/8" = 1'-0" =RE RM 2092 101 SGALEOVE�U KEYED NOTES OI DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND OKEYBOARD DRAWER OCOPIER BY TENANT OREFRIGERATOR BY TENANT OUNDER COUNTER REFRIGERATOR BY TENANT 0 MICROWAVE BY TENANT 10 LINKSYS - VERIFY WITH OWNER. II STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 12 60" ELEVATING PATHOLOGY WORKSTATION - VERIFY WITH OWNER. 13 LAMINATED END PANEL 14 LAMINATED BACKSPLASH 15 LAMINATED COUNTER TOP 16 LAMINATED SUPPORT. IZ EXHAUST HOOD - SEE MECHANICAL DRAWINGS. IS SPECIMEN PASS THRU WINDOW - SEE TOILET FLOOR PLAN 19 DISHWASHER (BY OWNER) 20 LOW WALL WITH WOOD CAP - SEE DETAIL 5/A10. 21 WHITE, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, PGT SERIES "SGD-25000 DRY -GLAZED" WITH CLEAR GLASS. 22 3/8" WIDE x 3/8" DEEP REVEAL - SEE DETAIL 3/43c. 23 WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE 24 CROWN MOLDING / CORNER MOLDING - SEE CEILING PLAN AND DETAILS. RM 20g2 25 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 26 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS Zl SOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES. 28 G.W.B. WRAPPED HEADER / SOFFIT - SEE GE ILING PLAN AND DETAILS 29 SCALE BY TENANT 30 IS" GRAB BAR, PROVIDE BLOCKING AS REQUIRED, BOTTOM OF VERTICAL BAR TO BE AT 40" A.F.F. MAX. 31 FALSE LAMINATED PANEL. GENERAL NOTES 1. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS AND DETAILS. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL. 3. SEE SHEET A13a, A13b AND A13c FOR CABINET DETAILS. 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. REVISIONS BY i M V N C" M L < TO a) ro � o = ti E c�SaG- . / U 2, • O 1-1 cd L L it Q <QJ 3 J °OCN 3 ti 3 N i-r Ci _i 410-, C _ cc, LA_� Q L� O k F QJ y 1 � r N u, C U � Z O J cV LO M .D O M m-J-E- ---,, O Q (N -D C `-' U :3 U O � �° — L�J 0 o � D CL aD Q 0 >1 m - a z O o J w Li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Al 2f H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architectural\Al2abcdef - 2nd Floor - IELEV.dwg, 21l4/2018 2:09:11 PK Aimon, Xerox 6604 PS.pc3 KEYED NOTES 34 34 34 2'-0 1/4" 2'-0 1/4" V-0 1/4" OI 3/4" PLYWOOD WITH PLASTIC LAMINATE SURFACE - SEE FIN15H SCHEDULE FOR MORE INFORMATION I O2 3/4" SOLID SURFACE MATERIAL WITH 1-1/2" EASED EDGES - SEE FINISH SCHEDULE FOR MORE INFORMATION � 2 36 I C - 2 36 ry 2 36 O3 GRANITE SURFACE MATERIAL WITH FULL 1-1/2" BULLNOSE - SEE - - - FINISH SCHEDULE FOR MORE INFORMATION -- -' ! - ' --- U4 BACKSPLASH FINISH TO MATCH COUNTERTOP_ FINISH - 3". NIGH AT 4 COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - 31 I 21 _N 31 4 21 I 21 31 4 21 I 21 SEE FINISH SCHEDULE FOR MORE INFORMATION - — --- __-__ --- -- ---- - __-___ — ---- O 5/8" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE FIN15H SCHEDULE FOR MORE INFORMATION 5 O5/8" THICK MELAMINE INTERIORS (BOXES) 23 23 17 13 I� 5 �p 23 it 13 1� �9 O 1/2" THICK MELAMINE DRAWER STOCK OS 5/6" THICK MELAMINE DRAWER STOCK 31 31 31 ° ° O9 5/8" THICK ADJUSTABLE MELAMINE SHELVES 8 13 li 5 0 IO LINE BORING FOR ADJUSTABLE SHELVES _ 26 ,. - -- - _ m 26 ° IO o • - II 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE SURFACE AT 6 LOCATIONS INDICATED ON INTERIOR ELEVATIONS �„ 29 ry ry ry C., °_ ... 0 °....: 05/8" MELAMINE FIXED SHELVING - SHELVING DEPTH SHALL BE AS o ° SHOWN UNLESS NOTED OTHERWISE ON FLOOR PLAN 30 30 CN 5 8 13 I� 5 ° 0 0 "ZARGON" 6036 / 6026 SLIDE SYSTEM (OR EQUAL) BEYOND ' ° IO ° 14 "ZARGO" 6236 SLIDE SYSTEM (OR EQUAL) G 15 " ZARGON 6436 SLIDE SYSTEM (OR EQUAL) 16 "GRASS" FILE RAILING SYSTEM (OR EQUAL) 32 �. i 32 i/ 22 7 6 1 i •L. 06 d 05/8" x 4" MELAMINE IS 1/2" PLYWOOD G I,le 2 2 0(2) LAYERS OF 1/2" PLYWOOD 2'-0" L 2'-0" 20 3/4" PLYWOOD 21 3/4" x 4" PLYWOOD 22 3/4" x 4" OR 3" PLYWOOD BASE OCABINET DETAIL O CA51NET DETAIL O CA51NET DETAIL SCALE: 1 1/2" V-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = V-0" 23 2x BLOCKING AS REQUIRED 1' - 4" 1' - 4" 24 INSULATION KIT 0STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 0 - 26 WIRE CHASE AS REQUIRED - - 2G LIGHT FIXTURE 33 I , 1/2" GYPSUM WALLBOARD I C I 30 3-5/8" METAL STUD WALL FRAMING 21 I 21 m 21 I 21 - 4 21 I 21 _ 4 21 I 21 � _ 31 WOOD VENEER - SEE INTERIOR FINISHES. 32 BASEBOARD - SEE FINISH SCHEDULE -L"G-\ - 777777777, 33 3/6" x 3/8" BLACK REVEAL - DETAIL 3/A13c. 1 1 34 PGT SERIES "5GD-2500 DRY -GLAZED" ALUMINUM HORIZONTAL 5 5LL SLIDING WINDOW N-I - SEE INTERIOR ELEVATIONS Il 13 it �p Il 13 I-f �9 35 KEYBOARD DRAWER SYSTEM -SEE SPECIFICATIONS G - 35 -----J,36 21 35 IINDOWT TRACK SILL. RECESS IN COUNTERTOP AS REQUIRE TO EFLUSH A "% N 26 O� N 26 O W 8 10 1� ° 1 0 o ry 6 16 `9�_ !Ll ry 111 ��r 6 9 ° ° 5 - \9 C `� GENERAL NOTES 23 ry o F_ cn OC 23 ry 5 o o ° ° ......: - 5 I. ALL MELAMINE SURFACE TO BE WHITE UNLE55 NOTED OTHERWISE. 5 Z _ z 3 1/2 BEYOND 3 1/2 z - z ° ° _' - BEYOND 3/4" 3I/2" 3I/2" 8 13 11 3/4" 3/4" ° 0 2. GROMMET LOCATIONS NOT SHOWN ON CABINET DETAILS REFER TO -'i i6wd) - GROMMET DETAIL BELOW FOR TYPICAL REQUIREMENTS. 3, REFER TO COUNTER PLAN BELOW FOR TYPICAL COUNTER LAYOUT. 4. ALL DRAWERS AND FILE DRAWERS ARE TO BE WHITE MELAMINE 1 22 6 22 6 1 DRAWER BOXES WITH HEAVY DUTY GLIDING SYSTEM AND FILE TRACKS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. X L OC I5INET DETAIL O CA51NET DETAIL O CABINET DETAIL O CA51NET DETAIL SCALE: 1 1/2" = I'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = I'-0" SCALE: 1 1/2" = 1'-0" / \ NOTE: FIELD CUT CABLE HOLES IN CABINETS AFTER EQUIPMENT 1\ 2'-I" 2 -I HAS NPLACED I DE61REDLOCAT ON BY OFFICE STAFF 1'-0" 4 21 1 25 21 - - — ----------- -------------- - 4 21 I - 4 21 I 21 - 3" O.D. GROMMET WITH RETRACTABLE, SELF STORING I } SLOt COVER. - I I 4 21 I 21 [\\-o- 13 in,- �4 -- - - - \----------- IV - ° o ° IO ° • I I 8 10 1l IZ 13 IZ 5 � 11-------- 5 Q T 1 �— IV/�'i�. GROMMET IET DETAIL o ° n.. ° ° I \ I I L------. I I ° -- 8 13 _ 1 0 0 ° ° - 13 ° 9 ° 5 \ , ° ° cv 5 ° ° ACKSPLASH - 0 0 0 6 9 0 5 0 -� n 6 16 6 16 17 FOR HEIGHTS. ° ° 0 o N ° ° ° 0 N 3/4" 0 0 0 0 ° o 0 ° ° ° g 13 D5 0 8 13 5 0 — — 0 6 ° 0 0 ° 0 0 0 I _ VARIES - SEE PLAN 5 2 2 I RADIUS ON ALL CORNERS. 2" ' 2 -- L 2'-0" L L 2'-0" L 2 -0 L L 2-oilL O8 CA51NET DETAIL O CA51NET DETAIL ,m CA51NET DETAIL 01 CA51NET DETAIL 12 CABINET DETAIL O TYPICAL COUNTER FLAN SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = I'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = I'-0" SCALE: 1 1/2" = 1'-0" SCALE: N.T.S. REVISIONS BY �i r U CD Cn m N U � E x aV m a N ./ . V U N cd E ti > Q c� — o ME .T.. N ti CCn Eon a ti N Eli a C _4 � a , k f C O If CL C � a� y u; y Q� cn O 7 U � 0 Z O J IX cV C ►M .� O M m J-- E-- O Q i7i -p C •o `� �S v O — W O U EL a� Q o m s a z O v J W LI Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Al 3a H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\A13abc -CAB DTLS.dwg, 2/14/2018 2:20:41 PK JSimon, Xerox 6604 PS.pc3 1'-4" I v - — - -- - — --- 27 N 2'-1" 2' - I 1 -- --- — - - 33 1 l ' j 4 21 I 21 I 4 21 I 1 2'-I" ,c1 21 I � ZI 21 I 21 I �n i I 8 13 0 --- @ 21 CIA z � � - I 6 I Q� V > 0 -'wk - p - w J 11J 5 BEYOND 23 6 16 `Q N � � O I� 6 16 = Ow — H 5 1/2" 3 1/21, 8 13 li 5 @ W 8 13 5 I I v I 22 6 P— I 22 6 I i j "2' I 2" L 2'-O" 2'-0" O CA51NET DETAIL � O CA51NET DETAIL 3 O CA51NET DETAIL �, 0 CA51NET DETAIL SCALE: 1 1/2" = I'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = I'-0" SCALE: 1 1/2" = I'-0" 1' - 4" I 4 21 I 25 21 = ^ f 5 4 21 I 21 cq 33 I l ----------- -------------- — _ 6 in 5 - ` I - � 33 --------- � 21 I 21 � I�----------- I I ----------' ° ° m — 21 I `� I i I ------- I ^ A > ------- I I w 0 - I 1 5 iv I I �Z ' W N ° ° N I i Q 23 6 9 g J MICROWAVE i _ W BY OWNER i `(I U ° o I 1 O O 3/4" 3 1/2" 3 1/2" 3/4' ° i O ° I f ' 22 6 I 2 - 0 ,, 2'-0" 2'-0" L CA51NET DETAIL O CA51NET DETAIL O CA51NET DETAIL O C 51NET DETAIL � NOT USED SCALE: 1 1/2" = I'-0" SCALE: 1 I/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: I I/2" = 1'-0" SCALE: x" = I'-0" 2'-1" �0 cn 03mu 2'-l" ,I. KEYED NOTES OI 3/4" PLYWOOD WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION O2 3/4" SOLID SURFACE MATERIAL WITH I-I/2" EASED EDGES -SEE FINISH SCHEDULE FOR MORE INFORMATION OGRANITE SURFACE MATERIAL WITH FULL I-1/2" BULLNOSE - SEE FINISH SCHEDULE FOR MORE INFORMATION O4 BACKSPLASH FINISH TO MATCH COUNTERTOP FINISH - 3" HIGH AT COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - SEE FINISH SCHEDULE FOR MORE INFORMATION O5/8" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION O5/6" THICK MELAMINE INTERIORS (BOXES) O1/2" THICK MELAMINE DRAWER STOCK OS 5/8" THICK MELAMINE DRAWER STOCK O5/8" THICK ADJUSTABLE MELAMINE SHELVES 10 LINE BORING FOR ADJUSTABLE SHELVES II 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE SURFACE AT LOCATIONS INDICATED ON INTERIOR ELEVATIONS 12 5/5" MELAMINE FIXED SHELVING - SHELVING DEPTH SHALL BE AS SHOWN UNLESS NOTED OTHERWISE ON FLOOR PLAN 0 "ZARGON" 6036 / 6026 SLIDE SYSTEM (OR EQUAL) 14 "ZARGON" 6236 SLIDE SYSTEM (OR EQUAL) 15 "ZARGON" 6436 SLIDE SYSTEM (OR EQUAL) 16 "GRASS" FILE RAILING SYSTEM (OR EQUAL) 0 5/8" x 4" MELAMINE IS 1/2" PLYWOOD 19 (2) LAYERS OF 1/2" PLYWOOD 20 3/4" PLYWOOD 21 3/4" x 4" PLYWOOD 22 3/4" x 4" OR 3" PLYWOOD BASE 23 2x BLOCKING AS REQUIRED 24 INSULATION KIT 25 STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 26 WIRE CHASE AS REQUIRED 2D LIGHT FIXTURE 28 5/8" MELAMINE 0 1/2" GYPSUM WALLBOARD 30 3-5/8" METAL STUD WALL FRAMING 31 WOOD VENEER - SEE INTERIOR FINISHES. 32 BASEBOARD - SEE FINISH SCHEDULE 33 3/8 x 3/8 BLACK REVEAL - DETAIL 3/A13c. 34 PGT SERIES SGD-2500 DRY -GLAZED ALUMINUM HORIZONTAL SLIDING WINDOW N-I - SEE INTERIOR ELEVATIONS 35 KEYBOARD DRAWER SYSTEM - SEE SPECIFICATIONS 36 SLIDING WINDOW TRACK SILL. RECESS IN COUNTERTOP AS REQUIRE TO BE FLUSH WITH SURFACE. GEtef"L NOTES I. ALL MELAMINE SURFACE TO BE WHITE UNLESS NOTED OTHERWISE. 2. GROMMET LOCATIONS NOT SHOWN ON CABINET DETAILS - REFER TO GROMMET DETAIL BELOW FOR TYPICAL REQUIREMENTS. 3. REFER TO COUNTER PLAN BELOW FOR TYPICAL COUNTER LAYOUT, 4. ALL DRAWERS AND FILE DRAWERS ARE TO BE WHITE MELAMINE DRAWER BOXES WITH HEAVY DUTY GLIDING SYSTEM AND FILE TRACKS, 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. \ NOTE: FIELD CUT CABLE HOLES IN 1 CABINETS AFTER EQUIPMENT HAS BEEN PLACED IN DESIRED LOCATION BY \ OFFICE STAFF 3" O.D. GROMMET WITH RETRACTABLE, SELF STORING SLOT COVER, I L 3" OTYPICAL. 64ROMMET DETAIL SCALE: N.T.S. ,m V'- CA51NET DETAIL „ CA51NET DETAIL 12 CA51NET DETAIL 13 CAINET DETAIL 14 CA51NET DETAIL 11 O TYPICAL ICOUNTER PLAN SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = I'-0" SCALE: 1 1/2" = I'-0" SCALE: N.T.S. REVISIONS BY u U; 0 �1 U uo co v CV lu rl- o I _ c' U \� N f ¢U N a s ./ O U ti it � E r- 3 � ti 3 / •y a ►---r F ti o 2� L M a cD • k 9 ' i` r� w., cn C 7 U � Z 00 0) C J � N � U N .D 0 M m _J - E- — Q (n -Cp C U86 ° 0 oo-0LL. — L d 0 v > vi o C CL M Q 0 >1 C)m -C a z O v -J w L L- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Al 3b H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architectuml\A13abc - CAB DTLS.dwg, 2/14/2018 2:20:31 PM, JSimoA Xerox 6604 PS.pc3 OCA5INET DETAIL SCALE: 1 1/2" = 1'-0" 2'-0" (TYP.) MAY VARY IN CERTAIN LOCAT SEE ELEVATIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 a 7o.. 0 0 0 O O O O 0 0 0 10 0 0 0 0 0 0 o O 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g o 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 o 0 o 0 O O O 0 O 0 0 0 22 6 I �T OC,d►131NET DETAIL SCALE: I I/2" = I'-0" Ci W r )D VENEER IEL OVER ' PLYWOOD �CK LAMINATE eEVEAL ;ATIONS TYP. PLYWOOD I I ) =t l v 2'-0" 2 L L L L L O3 REVEAL DETAIL O CA51NET DETAIL 11 O CA51NET DETAIL II G CABINET DETAIL SCALE: 3" = I'-O" SCALE: 1 1/2" = I'-0" SCALE: 1 1/2" - I'-0" SCALE: 1 1/2" - I'-0" L OC45INET DETAIL SCALE: 1 1/2" = I'-0" J Q W v 3'-O" G)lCAZINET DETAIL SCALE: 1 1/2" = 1'-0" 3'-0" OC 51NET DETAIL SCALE: 1 1/2" = I'-0" J Q W 1 M KEYED NOTES 0 3/4" PLYWOOD WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION O2 3/4" SOLID SURFACE MATERIAL WITH 1-1/2" EASED EDGES - SEE FINISH SCHEDULE FOR MORE INFORMATION 3O GRANITE SURFACE MATERIAL WITH FULL 1-1/2" BULLNOSE - SEE FINISH SCHEDULE FOR MORE INFORMATION 4O BACKSPLASH FINISH TO MATCH COUNTERTOP FINISH - 3" HIGH AT COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - SEE FINISH SCHEDULE FOR MORE INFORMATION O5/8" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION O5/8" THICK MELAMINE INTERIORS (BOXES) O1/2" THICK MELAMINE DRAWER STOCK O5/8" THICK MELAMINE DRAWER STOCK O5/6" THICK ADJUSTABLE MELAMINE SHELVES 10 LINE BORING FOR ADJUSTABLE SHELVES II 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE SURFACE AT LOCATIONS INDICATED ON INTERIOR ELEVATIONS 12 5/8" MELAMINE FIXED SHELVING - SHELVING DEPTH SHALL BE AS SHOWN UNLESS NOTED OTHERWISE ON FLOOR PLAN 13 "ZARGON" 6036 / 6026 SLIDE SYSTEM (OR EQUAL) 14 "ZARGON" 6236 SLIDE SYSTEM (OR EQUAL) 15 11ZARGON" 6436 SLIDE SYSTEM (OR EQUAL) 16 "GRASS" FILE RAILING SYSTEM (OR EQUAL) 0 5/8" x 4" MELAMINE IS 1/2" PLYWOOD 19 (2) LAYERS OF 1/2" PLYWOOD 20 3/4" PLYWOOD 21 3/4" x 4" PLYWOOD 22 3/4" x 4" OR 3" PLYWOOD BASE 23 2x BLOCKING AS REQUIRED 24 INSULATION KIT 25 STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 26 WIRE CHASE AS REQUIRED 2l LIGHT FIXTURE 28 5/8" MELAMINE 29 1/2" GYPSUM WALLBOARD 30 3-5/8" METAL STUD WALL FRAMING 31 WOOD VENEER - SEE INTERIOR FINISHES. 32 BASEBOARD - SEE FINISH SCHEDULE 33 3/6" x 3/8" BLACK REVEAL - DETAIL 3/A13c. 34 PGT SERIES "S6D-2500 DRY -GLAZED" ALUMINUM HORIZONTAL SLIDING WINDOW N-1 - SEE INTERIOR ELEVATIONS 35 KEYBOARD DRAWER SYSTEM - SEE SPECIFICATIONS 36 SLIDING WINDOW TRACK SILL. RECESS IN COUNTERTOP AS REQUIRE TO BE FLUSH WITH SURFACE. CEN iv4L NOTES C 1 1. ALL MELAMINE SURFACE TO BE WHITE UNLESS NOTED OTHERWISE, 2. GROMMET LOCATIONS NOT SHOWN ON CABINET DETAILS -REFER TO GROMMET DETAIL BELOW FOR TYPICAL REQUIREMENTS. 3. REFER TO COUNTER PLAN BELOW FOR TYPICAL COUNTER LAYOUT. 4. ALL DRAWERS AND FILE DRAWERS ARE TO BE WHITE MELAMINE DRAWER BOXES WITH HEAVY DUTY GLIDING SYSTEM AND FILE TRACKS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. NOTE: FIELD CUT CABLE HOLES IN 1 CABINETS AFTER EQUIPMENT HAS BEEN PLACED IN DESIRED LOCATION BY \ OFFICE STAFF 3" O.D. GROMMET WITH RETRACTABLE, SELF STORING SLOT COVER, I 311 OTYPICAL GROMMET DETAIL SCALE: N.T.S. OTYPICAL COUNTER PLAN SCALE: N.T.S. REVISIONS BY u M �p ► i 7 7 N c _ p C . U N _ 10 00 3 N r, C C N - fr j c- 8 <N CN V�J C O (75 V; y f C U � Z 0 rn J N = to .D O M O Q N C O U o _ W L. O v c a uj U L) ` — W C CL O L. Q O >1 m C QL N Z O v J Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet All 3c s H:\ProjectsTrojects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Arclntecwml\A l3abc - CAB DTLS.dwg, 2/14/2018 2:20:24 PK JSimon, Xerox 6604 PS.pc3 OFFICE 103E OFFICE 1031 I I I I I EXAM 1 `-- 1036 LE I: 510 , HAZ 1035 I I I I EXAM 1026 _ I I I I EXAM 1025 OFFICE 1024 CFFICE 1023 _I I EXAM E_AM EXAM EXAM EXAM 1040 1041 1042 1043 1044 1 I I 1 I I I I I i I I I I 7 1 I I 1 1 CORRIDOR 1010 --I— I TOILE OFFICE 1046 1049 O O � I o Q �5 m j W BREAKROOM e 1048 EXAM - 9 ----,� 1041 Z TOILET I 10 '2 - - TRIAGE 1031 CORRIDOR 1029 I � � I I I 1 � I - - - — /EXAM EXAM / 1026 1030 F----21 RECEPTION Ir—,I ILI 1010 I _JI I C�rI I I-1 1 r_T , MEDS III I I I 026 IC L _ J CL. UL _ _ -i 011 TRIAGE 1013 CORRIDOR 1012 -I- ❑ II I I -1 I I Z I TC O 10, Ll 4 i REFERAL5 — 1014 LLI Z 15 TOILET 10I8 I of I CORRIDOR 101' 1� : mm _: ME ME w � 1 I II } I.T. ROOF? 1004 LAB RECEPTION 1006 1 I I I F I I L _ ILL _J BLOOD D RALU 1003 I LAIS Im01 I I I II I I I I � III I JL--_J ------ —' EXAM EXAM EXAM 1022 1021 1020 V -- STA_ 1003 ELECTRICAL ROOM 1054 OFFICE 106 0 • - Sol o " a w ' Y i �p STAFF TOILET 1100 ® I � Eli I I 'I ® BREAKROOM I 1099 © I I � I I I I I I r---I� I Il f I II I I II I L--JIJ I MECH. ROOM- 1101 OFFICE OFFICE OFFICE 1064 065 1066 CORRIDOR 1061 1 Ej TOIL ' I I �lo62 I� CLOSET 0 1063 EXAM 1015 I I 1014 / TRIAGE 1013 RECEPTION 1051 TRIAGE loan TOILE ' lOa4 L(21 O - NURSES 1098 CLOSET 1090 OFFICE EXAM 1096 1095 O IST FLOOR - FLOOR FINISH PLAN SCALE; NONE CORRIDOR 1071 CORRIDOR 1081 EXAM 083 I I 1-11 CORRIDOR 1089 EXAM 1094 I I EXAM 1076 EXAM 1082 EXAM 1093 STAIR 2 1061 1� PROCEDURE 1069 EXAM 1010 EXAM 1019 EXAM Joao EXAM 1055 PROCEDURE 1091 NOTE: 15T FLOOR FIN15H PLAN IS FOR FIN15H INFORMATION ONLY. SEE IST FLOOR PLAN, SHEET Ala FOR ADDITIONAL INFORMATION AND 15T FLOOR DIMENSION PLAN, SHEET Ald FOR DIMENSIONS. REVISIONS BY r ' �00 v L- ti U \� N in C ty� p U 1—� O L N i > -- o -00 3 N /1 t- ai O 0 ;-- ti a N W U R v U- OD" x�_O� C7 7 8 . m �GG ,_4 W Q O w Q c u U L a O 7 Z O C J 0:� N C: M .� O M m J E �. w Q N C •0 v 0 0 LL_ W L 0 v v vi U U W O CL O a 0 >1 p m _ a Z Q v J w Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet 1D1a H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\Ol-CD.A\04-Architectural\IDlabc - 1st Floor- Finishes.dwg, 2/8/2018 4:27:29 PM, Aimon, Xerox 6604 PS.pc3 REVISIONS BY FOR CONTINUATION REFLECTED CEILING PLAN 2/1DIc. W. F0 ° 10 — -- —o� ° ® ® _ _ I ► Y M N I, 0 p 1 FOYER I I I I I053 1 1 I I i ® h o$ n E EXAM EX M EXAM EXAM EXAM o 91040 1041 ® ® 104 1043 ® 1044 — ® ELE TRI AL ® ® ® STAIR 2 r N Y � ~ Y -- -- S U- 'p p p p OFF GE OFFI E oFFI E 1m61 ,�/ c a �' WOMEN'S J I054 1064 I065 I766 n N ^� OFFICE G z 0 ® CO RID R O 0 3 ti 3 �® 1010 o •o OFFICE 06 I D R ®� o •• m6m a tip. Im46 ® p • .0* -e p J ' O O , • , �-� TOI ET I ! I I ® TOI ET 1m49 10621 I I OFF GE Q MEWS 1 LOBBY I GL E m51 O O' 25 1 PR ED RE �--• N F7 ® O O 1m5m Im63 ® i ® e r_ - - I HOUSE ® ® • �®EI1IiI11 REAKROOM GI-O�1 t®O0�ba 1I4DaI EtR ®O® �®—,� - T - -I I -• ® laFE L ®B I IIIIII;�I r I1IIIIIIII I IiIIII -IlII KE-.E- --- I-N.---G TOIET - SEE T7 ® 0®EEXx® M® I 1 ® 00EXAM4� mm5 mob I071 Z TOI Rk4 I I I v O -.-.M O ® e® X E E77) —---- --0TRi E O1 0 "0�0) � 1m 8P8 R ®CE URE 5 :•`z''A+alU a � . UZU'-CORRIDOR I — IDO oo� 1 0 7 f — — — —7 I mm— r--- • A rtL'v>d �r� o 10. pxN •° I Alm _O`QQQwozH`�eloo I M EXAM® 02 mam ® a ExRE EPT CE TI 60 WAITING 00I i eI®10 WAITING 1m5� L101-31 -N RSE 1010 1005 Im56 1m260 •� IO ° tt� TRACE z co ID 012 CORRIDOR EXAMJ 0O ---J 101�1 EXAM 1061 ImamDoa 00- O TOI ETTOI ET STAFFT ILE 7.1m84 4 Imm Ilmm ® ° ° U 7 1 LL—O J8110a2 RECEPTION m9a N 1mm6 ELEVATa m9 Ed Lr- Z EXAM 1024 I KROMO d I 1 9 BL OD O GO ID 1m89 Imm 3 OFFICE STAIR I O 1023 z z mp z z z 10LO — — —A-- — — — � J . U� U�N OFFICE EXAM E EXAM EX �OJ 1095 1m94 Im93 1092 EX M EXAM r p MEGNROOM® O m 1022 1021 91020 —JEM. T DOf' � w f ccaI. ± + �O° o -OYER O 0 o Ooa) m dN�w Date: 02. 13. 1coJ�8 LL- Scale: AS NOTED FOR CONTINUATION REFLEGTED CEILING PLAN NOTE: Project Mgr: AAY I5T FLOOR REFLECTED CEILING FINISH PLAN IS FOR Drawn:JDS FINISH INFORMATION ONLY. SEE 15T FLOOR PARTIAL REFLECTED CEILING PLAN (SOUTH), SHEET A36 AND 44:p IST FLOOR PARTIAL REFLEGTED CEILING PLAN Job: 15-025 (NORTH), SHEET A3b FOR ADDITIONAL INFORMATION. Sheet GE ry O1 IST FLOOR -REFLECTED CEILING FININ4 PLAN ID 1 b SCALE: NONE H:\Projects\Projects 2015\15025 - FMC Eiland Blvd F.xpansion\04-CD\01-CD.A\04-Architectural\ID I abc - I st Floor- Finishes.dwg, 2/8/2018 4:27:19 PM, JSimon, Xerox 6604 PS.pc3 F IN I SDI LEGEND IST FLOOR - FINISH SCHEDULE Material Abb. Maker, Model, Manufacturer NO. ROOM BASE FLOORS N WALLS S E yy REMARKS Floors Carpet Pedintat - _ Porcelain Tile _ _ __ Concrete Floors, Painted _ CPT _ PED PT1 PT2 P5 Provided and Installed by Ow ner _ _ US Group; Carpet Color. 9304 Brownstone _ _ _ ._ _ Provided and Installed by Ow ner _ -Installed by Ow ner Provided and "Non -Slip" Concrete Floor Paint; Color to Match Glidden "Brow n Bag" 10YY _ 1001 FOYER PTB PT1/PED P1 P1 P1 P1 - - - 1002 ELEVATOR LOBBY PTB PT1/PT2 P1 P1 P1 P1 - - - 1003 STAIR NO. 1 NB P5 Pt P1 P1 P1 PSR/PSSR 1004 I.T. ROOM PTB PT1 P1 P1 P1 P1 - - - 1005 WAITING PTB Pr1/PT2 P1 P1 NW P1 P1 - - - 1006 LAB RECEPTION PTB PT1 P1 P1 P1 P1 1007 LAB PTB PT1 P1 P1 P1 P1 - - - 1008 BLOOD DRAW PTB PT1 P1 P1 P1 P1 - - - 1009 TOILET PTB PT1 P1 P3 P1 P1 1010 RECEPTION PTB PT1 P1 P1 P1 P1 --- Base 1011 CLOSET PTB PT1 P1 P1 P1 P1 --- None, Carpet Porcelain Tile Base V inyl Base NB CB PTB V B No Base Provided and Installed by Ow ner Provided and Installed by Ow ner, Johnsorite "Sandalwood" 45; 4" Cove 1012 CORRIDOR PTB PT1 / PT2 P1 P1 PI P1 1013 TRIAGE PTB PT1 P1 P1 P1 P1 - - - 1014 REFERALS CB CBT P1 P1 P1 P1 - - - 1015 NURSE STATION PTB PT1 P1 P1 P1 P1 - - - 1016 CORRIDOR PTB PT1 / PT2 P1 P1 P1 P1 1017 CORRIDOR PTB PT1 / PT2 P1 P1 P1 P1 - - - 1018 TOILET PTB FT1 P1 P3 P1 P1 1019 CORRIDOR PTB PT1 / PT2 P1 P1 P1 P1 --- Walls and Ceilings 1020 EXAM PTB PT1 P1 P1 P2 P1 --- Paint Wood Veneer P1 P2 P3 P4 WV ICC 21 "Baked Scone"; Eggshell Finish on Walls - Flat Finish on Ceilings; Epoxy Finish in Toilets and Pharmacy Ili/Glidden "Brow n Bag" 10YY 35/196; Eggshell Finish on Walls Sherw in Williars "Nomadic Desert" SW-6107; Eggshell Finish on Walls; Flat Finish on Ceilings; Epoxy Finish in Toilets Sherwin Williams "Divine White" SW-6105; Flat Finish on Ceilings Stain to match Doors Finish 1021 EXAM PTB FT1 P1 Pt P2 P1 - - - 1022 EXAM PTB PT1 P1 P1 P2 P1 --- 1023 OFFICE CB CBT P1 P3 P1 P1 --- 1024 OFFICE CB CBT P1 P3 P1 P1 - - - 1025 EXAM PTB PT1 P1 P2 Pi P1 - - - 1026 EXAM PTB PT1 P1 P2 P1 P1 1027 MEDICATIONS PTB PT1 P1 P1 P1 P1 --- 1028 EXAM PTB PT1 P2 P1 P1 P1 1029 CORRIDOR PTB PT1 / PT2 P1 P1 P1 P1 --- Doors & Trim 1030 EXAM PTB PT1 P1 P1 P1 P2 - - - Doors _ boor Trim, Painted Crow n Moun-g- s and Trim, Painted DS DTP Algoma "White Birch"; Finish TBD Ili/Glidden "Brow n Bag" 10YY 35/196; Semi Gloss Oil Based Enamel Finish Ili/Glidden "Brown Bag" 10YY 35/196; Semi Gloss Oil Based Enamel Finish 1031 TRIAGE PTB PT1 P1 P1 P1 P1 - - - 1032 TOILET PTB PT1 P1 P3 P1 P1 --- 1033 NURSE STATION PTB PT1 P1 P1 P1 P1 - - - 1034 CORRIDOR PTB PT1 / P11­2 P1 P1 P1 P1 - - - 1035 BIO-HAZARD PTB PT1 P1 P1 P1 P1 - - - 1036 EXAM PTB PT1 P1 P2 P1 P1 --- Cabinetry 1037 OFFICE CB CBT P1 P3 P1 P1 --- Transaction Counters Counntt ers Cabinets _ _ Toilet Counters and Aprons (Comrlon) _ ___ __ -_ Toilet Counters and A prons - _ _ Toilet Partitions transaction Counters at Check In Counters Only SS1 PL1 PL3 SS2 PL1 PL2 SS1 Cambria "Brow nhill" Formica "Mineral Sepia" 3446-58;_ Matte Finish Wilsonart "Shaker Cherry" 7935-07 _ - ........ . By Ow ner ._ -__ Formica "Ninoral Sepia" 3446-58; Matte Finish _ _ Wilsonart "Sand" D331-60 Cambria "Cherrybrook" - -_ 1038 CORRIDOR PTB PT1 / PT2 Pt P1 PI PI - - - 1039 OFFICE CB CBT P1 P3 P1 P1 1040 EXAM PTB PT1 P1 P1 PI P2 1041 EXAM PTB PT1 P1 P1 P1 P2 - - - 1042 EXAM PTB PT1 P1 P1 P1 P2 1043 1044 EXAM PTB PT1 P1 P1 P1 P2 - - - EXAM PTB PT1 P1 P1 P1 P2 --- 1045 CORRIDORB PT1 / P1 P1 P1 P1 - - - 1046 OFFICE CB CBT P3 P1 P1 P1 --- 1047 EXAM PTB PT1 P2 P1 P1 P1 1048 BRFAKROOM PTB PT1 P1 P1 PI Pt - - - 1049 TOILET PTB PT1 P1 P3 P1 P1 Miscellaneous 1050 LOBBY PTB PT1 / PT2 P1 P1 P1 P1 --- Cubicle Curtains Paint (Emergency Stair Railings) _ _ _ Paint (6norgency Stair Steel Stringers -Fwint Stair and Steel Risers) -- CC PSR PSSR Arc Com "Esplanade" AC-32702; Sand 3; 72" w ide; 12"h x 13.25'b approximate repeat; 100/e e Polyester _ - Glidden or Equal "Black Mica" 30BB 05/022-1 Gloss Oil Based Enamel Finish _ . -_. _ _- _ _ _ _. _ . _ Steel Paint to match: Sherw in Wiliams 'Nomadic Desert" SW-6107 - --- 1051 MEWS RESTROOM PTB PT1 P1 P1 P1 P1 - - - 1052 WOMEN'S RESTROOM PTB PT1 P1 P1 P1 PI - - - 1053 FOYER PTB PT1 /PED P1 PI P1 P1 1054 ELECTRICAL ROOM PTB PT1 P1 P1 P1 P1 - - - 1055 HOUSEKEEPING PTB PT1 P1 P1 P1 P1 --- 1056 WAITING PTB PT1lPT2 PI/VN/ P1 P1 Pi - - - 1057 RECEPTION PTB PT1 P1 P1 P1 P1 1058 CORRIDOR PTB PT1 / PT2 P1 P1 P1 PI 1059 OFFICE CB CBT P1 P2 P1 P1 1061 CORRIDOR PTB PT1 / PT2 P1 P1 P1 P1 - - - 1062 TOILET PTB PT1 P1 P3 P1 P1 - - - 1063 CLOSET PTB PT1 PI P1 P1 P1 - - - 1064 OFFICE CB CBT P1 P1 P1 P3 - - - 1065 OFFICE CB CBT P1 P1 P1 P3 - - - 1066 OFFICE CB CBT P1 P1 P1 P3 - - - 1067 STAIR NO. 2 NB P5 P1 P1 P1 P1 PSRIPSSR 1068 CORRIDOR PTB PT1 / PT21 PI P1 P1 P1 - - - 1069 PROCEDURE PTB PT1 P1 P1 PI P2 - - - 1070 EXAM PTB PT1 P2 P1 P1 P1 - - - 1071 CORRIDOR PTB PT1 / PT2 P1 P1 PI PI - - - 1072 WORKROOM PTB PT1 P1 P1 P1 P1 - - - 1073 TRIAGE PTB PT1 P1 P1 P1 P1 - - - 1074 TOILET PTB PT1 P1 P3 P1 P1 - - - 1 --- 1076 EXAM PTB PT1 P1 P1 P1 P2 - - - 1077 CORRIDOR PTB PT1 / PT2 PI P1 P1 P1 - - - 1078 NURSE STATION PTB PT1 P1 P1 P1 PI - - - 1079 EXAM PTB PT1 P2 P1 P1 P1 - - - 1080 EXAM PTB PT1 P2 P1 P1 P1 - - - 1081 CORRIDOR PTB PT1 / P1­2 P1 P1 P1 P1 - - - 1082 EXAM PTB PT1 P1 P1 P2 P1 - - - 1083 EXAM PTB PT1 P1 P1 P2 P1 - - - 1084 TOILET PTB PT1 P1 P3 P1 P1 - - - 1085 TRIA GE PTB PT1 P1 P1 P1 P1 - - - 1086 CLOSET PTB PT1 P1 P1 P1 P1 - - - 1087 CORRIDOR PTB PT1 / PT2 P1 P1 P1 P1 - - - 1088 EXAM PTB PT1 P2 P1 P1 P1 - - - 1089 CORRIDOR PTB PT1 / PT2 P1 P1 P1 P1 - - - 1090 CLOSET PTB PT1 P1 P1 P1 P1 - - - 1091 PROCEDURE PTB PT1 P2 PI P1 PI - - - 1092 EXAM PTB PT1 P1 P1 P2 P1 - - - 1093 EXAM PTB Fri P1 PI P2 P1 - - - 1094 EXAM PTB PT1 P1 P1 P2 P1 - - - 1095 EXAM PTB PT1 P1 PI P2 P1 - - - 1096 OFFICE CB CBT P3 P1 P1 P1 - - - 1097 CORRIDOR PTB PT1 / PT2 PI P1 P1 P1 - - - 1098 NURSE STATION PTB PT1 P1 P1 P1 P1 - - - 1099 BREA KROOM PTB PT1 P1 P1 P1 P1 - - - 1100 STAFF TOILET PTB PT1 P1 P3 P1 P1 - - - 1101 MECHA NICA L ROOM V B P5 P1 PI P1 P1 - - - 1102 NOT USED --- --- --- --- --- --- --- 1103 NOT USED --- --- --- --- --- --- --- 1104 NOT USED --- --- --- --- --- --- --- 1105 NOT USED --- --- --- --- --- I --- --- GENERAL NOTES I. PROVIDE SAMPLES OF ALL PAINT COLORS AND ALL FINISHES FOR REVIEW AND APPROVAL BY ARCHITECT AND OWNER PRIOR TO ORDERING. 2. ALL FINISHES ARE TO BE VERIFIED BY OWNER PRIOR TO ORDERING AND INSTALLATION. 3. ALL PAINT COLOR TO BE SELECTED BY ARCHITECT. CONTACT ARCHITECT FOR SELECTIONS PRIOR TO ORDERING. NO. 1001 1002 1003 1004 1005 1006 1007 1008 1012 1013 1014 1015 1016 1017 1018 M11111 1027 1028 101 i 0 g ; $ 1 9 r �i d.. L-L-17"T7. NOTE: REFLECTED CEILING FINISH PLAN (WEST CANOPY) 15 FOR FINISH INFORMATION ONLY. SEE REFLECTED CEILING FINISH PLAN (WEST CANOPY), SHEET 43c, FOR ADDITIONAL INFORMATION. 1029 r — UPt'S .. ,i FOYER I i 1053 I FOR CONTINUATION CEILING PLAN ELECTRICAL 1054 iI I REFLECTED 1/1Dlb 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 O REFLECTED CE IL INC2 SCALE: NONE FINISH PLAN CU IEST CANOPY) 1046 1047 1048 1=ntZ> ('nNTINI1t1TInN ;;P=1=1 Fr'T;=M 1049 1050 1051 1052 1056 1057 1058 1059 1� 1061 1062 1063 1064 1065 1066 1067 1068 1069 1070 1071 1072 1073 1074 1 b� 1076 1077 1078 1079 1080 1081 1082 1086 1087 1088 1089 1090 1091 1092 1093 1094 1098 10 99 1100 1101 11 22 1103 1104 NOTE: REFLECTED CEILING FINISH PLAN (EAST CANOPY) 15 FOR FINISH INFORMATION ONLY. SEE REFLECTED CEILING FINISH PLAN (EAST CANOPY), SHEET A3c, FOR ADDITIONAL INFORMATION. REI=LE(00406 TED CE IL INC2 FINISH PLAN LEAST CANOPY) SCALE: NONE REVISIONS BY I i u � ono M N t— L LL r +U. N O r rn GaG' / U L cd N �I Q '- E Qom— c ry ~ 3 3 ti 3 r- aj C N 'J. U � ,.•1 y.. • ,' _: � l - c O yj 7 C k { N O FOC4 Ln a U �' Ln •� � M O M m J E_____ >` O Q i5 -aa 86 0 Q O ID � _ RAJ "&_ O a U a to U 0) a '0 Ct) CL Q O 0° a 11) N C IV z O a J w U_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 FID 1c H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architecwml\lD labs - 1st Floor - Finishes.dwg, 2/8/2018 4:27:07 PM, Aimon, Xerox 6604 MpO I I I I f ! I I I I I I I 2ND FLOOR - FLOOR FINI�-I f'LM SCALE: NONE as�msa� own_ 9� - -- -oil■ 1_ NOTE: 2ND FLOOR FIN15H PLAN 15 FOR FINISH INFORMATION ONLY. SEE 2ND FLOOR PLAN, SHEET A2a FOR ADDITIONAL INFORMATION AND 2ND FLOOR DIMENSION PLAN, SHEET A2d FOR DIMENSIONS. REVISIONS BY .f, t' CN Cx o °° c �, -Q a i 1` C C CN v N in cYd N (m C 4 •�/ O C • � 00 U N d • LC) CL, , Q G Q C ►�� O N � � N M I ti Lo I C7 . ..-L-'J 7 N ..� U .b V' O h 1 � r Z °o o, Ln PO .� O M m _J E U Q i) C 0U 3 �S•OU O LL- — W L. o v o vi U U — to t CLO N Q O >1 m -C a IV Z Q v J w L.� Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet I D2a H:\Projects\Projects 2015\1 5025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\ID2abc - 2nd Floor - Finishes.dwg, 2/8/2018 4:26:55 PM, JSimon, Xerox 6604 PS.pc3 C==1==7 IWI1510RO:)M 2m3 ■ 0 C =::I==J min !MINE= NEI IN ON 0 lmmor-mn-omi lmmommommi IN ME IN lmmommommil Iy .. MENNEN mommomi 0 NEI Elmo IN mommoni mommoni 09 NEI ME IN 111IMMENNI MENNEN EMMMMMMMM mmmmmm 10 11111 IN ON so on lmommilommomilmoson 011 so NMI I■ Ise � NONE 11 �. Ems M 0 MEMO MIENS IM IN Limommi ■ 2ND FLOOR - REFLECTED c=ILIWs FINISH FLAN SCALE: NONE STAIR 2 2m5a NOTE: 2ND FLOOR REFLECTED CEILING FINISH PLAN IS FOR FINISH INFORMATION ONLY. SEE 2ND FLOOR PARTIAL REFLECTED CEILING PLAN (SOUTH), SHEET 44a AND 2ND FLOOR PARTIAL REFLECTED CEILING PLAN (NORTH), SHEET A4b FOR ADDITIONAL INFORMATION. REVISIONS BY 00 200 CO CO CV CO to L Lr. !� C n / CD C CO U N 7 Q�UD> 3 ti CV 9 G ti O G N F� co p VO �y.Wp+l �FE'(�J; Z,�W., p O W aOw4., �41 Cn �zzo � =� 3 co cli 00 N N O O w O 4, L,--,y �+ cr, U Q.y U � Z o Ln M O M m J E Q in `—' U O � U — LLI L. O p cc 0 ( U U L > — In Q O 0 m t _ a z 0 J W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet ID2b WProjects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CDA\04-Architectural\ID2abc - 2nd Floor - Finishes.dwg, 2/8/2018 4:26:44 PM, JSimon, Xerox 6604 PS.pc3 FINISH LEGEND 2 Material JAbb. I Maker, Model, Manufacturer NO. ROOM Floors Carpet - - - - - - - Fedirriat -- - - --- - Porcelain Tile - Concrete Floors, Painted CPT PED -- PT1 PT2 P5 Provided and Installed by Ow ner - -- a -- - -- - - ---- GS Group; Carpet Color: 9304 Brow nstone - - - Provided and Installed by CW ner Provided and Installed by Ow ner - --- -- - - - - - - - - 'Non -Slip" Concrete Floor Paint; Color to Match Glidden 'Brown Bag" 10YY 2001 ELEVATOR LOBBY 2002 CONFERENCE ROOM 2003 STAIR NO. 1 2004 WAITING 2005 RECEPTION 2006 CLOSET 2007 CORRIDOR 2008 BREA KROOM 2009 TOILET 2010 CORRIDOR Base 2011 CLOSET None Carpet Porcelain Tile Base Vinyl Base NB CB PTB V B No Base - - . Provided and Installed by Ow ner Provided and Installed by Ow ner Johnsonite "Sandalw ood" 45; 4" Cove 2012 TOILET 2013 EXAM 2014 OFFICE 2015 OFFICE 2016 EXAM 2017 EXAM 2018 EXAM / PROCEDURE 2019 NURSE STA TION Walls and Ceilings 2020 CORRIDOR Faint Wood Veneer P1 P2 P3 P4 WV IOC 21 "Baked Scone"; Eggshell Finish on Walls - Flat Finish on Ceilings; Epoxy Finish in Toilets and Pharmacy ICl/Glidden "Brow n Bag' 10YY 35/196 Eggshell Finish on Walls Sherw in Williams "Nomadic Desert" SW-6107-1 Eggshell Finish on Walls; Flat Finish on Ceilings; Epoxy Finish in Toilets Sherw in Williams "Divine White" SW-6105; Flat Finish on Ceilings Stain to match Doors Finish --- - 2021 EXAM 2022 EXAM 2023 CORRIDOR 2024 TRIAGE 2025 TOILET 2026 CLOSET 2027 EXAM 2028 EXAM 2029 CORRIDOR Doors & Trim 2030 OFFICE Doors Door Trim, Painted Crow n Moldings and Trim, Fainted DS - DTP Algoma "White Birch"; Finish TBD - - -- g - - -- ----- - --- IG/Glidden "Brow n Ba " 10YY 35/196; Semi Gloss Oil Based Enamel Finish ICl/Glidden "Brow n Bag" 10YY 35/196; Serri Gloss Oil Based Enamel Finish - 2031 CORRIDOR 2032 CLOSET 2033 CLOSET 34 SCHEDULE 2035 INFUSION ROOM 2036 CHA NGING Cabinetry 2037 PHARMACY Transaction Counters -- . Counters -- - - - - Cabinets _- -- -- Toilet Counters and Aprons (Common) Toilet Counters andAprons - Toilet Partitions - - ------------ -- - - - - Transaction Counters at Check In Counters Only SS1 PL1 - - PL3 ---- Cambria "Brow nhill" -- -- -- - --- - - - - ---- -- --- ---- - -- Formica "Mineral Sepia" 3446-58; Matte Finish - -- - --- -- - - - Wslsonart "Shaker Cherry' 7935 07 _ - - ------ By Ow ner Formca 'Mineral Sepia" 3446-58 Matte Finish ------._-- -_- _- _ -- - --- - --- Wilsonart "Sand" D331-60 --_ - -----------__ -—..-------- - - --- - - Cambria "Cherrybrook" 2038 NUTRITION 2039 TOILET 2040 TOILET 2041 NURSESTATION 2042 MEN'S RESTOOM SS2 PL1 PL2 ---- - - SS1 2043 WOMEN'S RESTROOM 2045 HOUSEKEEPING 2046 ELECTRICAL / I.T. ROC 2047 WAITING 2048 RECEPTION 2049 CORRIDOR Miscellaneous 2050 OFFICE 2051 OFFICE Cubicle Curtains -- -- Paint (Emergency Stair Railings) Paint (Emergency Stair Steel Stringers and Steel Risers) - - - - - -- - - cc - G Arc Com "Esplanade" A32702; Sand 3; 72"wide; x 13.25'Y approximate repeat; 100% Polyester repeat; Glidden or Equal "Black Mica" 30BB 05/022; Gloss Oil Based Enamel Finish - -- - - _ __ ----. - ._ - --- _ -- --- Steel Faint to match: Sherw in Williams "Nomadic Desert" SW-6107 - - - - - - - - - --- — - - - - -- - - -- - - 2052 BREAKROOM 2053 TOILET 2054 CORRIDOR PSR - PSSR - - - 2055 OFFICE 2056 EXAM 2057 EXAM 2058 STAIR NO. 2 2059 NURSE STA TION ��QQQO� �00000� ��0000� ��0000� ��0000- ��QQ�Q ��0000� PTB PT1 CB CBT CB CBT PTB PT1 PTB Fri PTB PT1 PTS PT1 PTB PT1 / PT2 PTB PT1 PTB PT1 PTB PT1 / PT2 FTB PT1 FTB PT1 PTB PT1 PTB PT1 PTB PT1 PTB PT1 / PT2 PTB PT1 PTB Fri PTB PT1 PTB PT1 PTB PT1 FTB PT1 PTB PT1 PTB PTB PTB CB PT1 PT1 PT1 0 0 0 0 0 0 0 0 0 0 m P1 P1 P1 Pi P1 0 Q 0 0 0 0 0 0 0 0 Q 0 m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 �0000� 2061 EXA M PTB PT1 P2 P1 P1 P1 2062 EXAM PTB PT1 P2 P1 P1 P1 2063 CORRIDOR PTB PT1 / PT2 P1 P1 P1 P1 2064 TOILET PTB PT1 P3 P1 I P1 Pi 2066 TOILET PTB I PT1 P1 P1 P3 P1 2067 EXA M PTB PT1 P1 P1 P2 P1 2068 EXA M PTB Pr1 P1 P1 P2 Pi 2069 CORRIDOR PTB PT1 / PT2 P1 Pi P1 Pi 2070 CLOSET PTB PT1 P1 P1 P1 Pi 2071 EXAM PTB PT1 P2 P1 P1 P1 2072 EXAM PTB PT1 P2 P1 P1 P1 2073 CLOSET PTB PT1 P1 P1 P1 P1 2074 CORRIDOR PTB PT1 / PT2 Pi P1 Pi Pi 2075 CLOSET PTB PT1 P1 P1 P1 P1 2076 SCHEDULE PTB PT1 P1 P1 P1 P3 2077 CORRIDOR PTB Fri / PT2 P1 P1 P1 P1 2078 TOILET PTB PT1 P3 P1 P1 P1 2079 NURSESTATION PTB PT1 P1 P1 Pi P1 2080 NURSESTATION PTB PT1 P1 P1 P1 P1 2081 BIO-HAZARD PTB PT1 P1 P1 Pi P1 2082 EXA M PTB PT1 P2 P1 P1 P1 2083 OFFICE CB CBT P3 P1 P1 Pi 2084 EXA M PTB Fri P1 P1 P2 P1 2085 EXAM PTB PT1 P1 P1 P2 P1 2086 EXA M PTB PT1 P1 P1 P2 P1 2087 CORRIDOR PTB PT1 / PT2 Pi P1 P1 P1 2088 EXA M PTB PT1 P1 P1 P2 P1 2089 EXA M PTB PT1 P1 Pi P2 Pi 2090 OFFICE CB CBT P1 P3 P1 P1 2091 CORRIDOR PTB PT1 / PT2 P1 P1 P1 7 2092 PROCEDURE PTB I PT1 P1 P2 P1 P1 REMARKS - - - O.N --- 2002 2002 --- 2005 --- 2006 --- 2007 --- 2008 --- 2009 --- 2010 --- 2011 --- d201 --- --- --- --- --- 2017 --- 2018 --- 2019 --- 2020 --- 2021 --- d2025 --- --- --- --- --- 2027 --- 2028 --- 2029 --- 2030 --- 2031 - - - 2032 --- 2033 --- 2034 --- 2035 --- 2036 --- ]24 --- --- --- --- --- --- --- --- --- --- 2048 --- 2049 --- 2050 --- 2051 --- 2052 --- 2054 --- 2055 --- 2056 --- 2057 PSR/PSSR 2058 --- 2059 --- 2060 --- 2061 --- 2062 --- 2063 --- 2064 --- 2065 --- 2066 --- 2067 --- 2068 --- 2069 --- 2070 --- 2071 --- 2072 --- 2073 --- 2074 --- 2075 --- 2076 --- 2077 --- 2078 --- 2079 --- 2080 --- 2081 --- 2082 --- 2083 --- 2084 --- 2085 --- 2086 --- 2087 --- 2088 --- 2089 --- 2090 --- 2091 --- 2092 --- 2093 --- 2094 -__ 120951 I. PROVIDE SAMPLES OF ALL PAINT COLORS AND ALL FINISHES FOR REVIEW AND APPROVAL BY ARCHITECT AND OWNER PRIOR TO ORDERING. 2. ALL FINISHES ARE TO BE VERIFIED BY OWNER PRIOR TO ORDERING AND INSTALLATION. 3. ALL PAINT COLOR TO 5E SELECTED 5Y ARCHITECT. CONTACT ARCHITECT FOR SELECTIONS PRIOR TO ORDERING. REVISIONS BY f� u L Li. N � U a C\1 c o v N it ` � m Q E ~ Q 00 o 3 t, ti 3 �-, c N ti . � v � c t` o . L N W a . J CID e C 1 r N s s _j N O 7 U � Z O +T u7 •� M 0 to m J E �QNC,� w- O O O U 0 a 0 N U U N a) ° a- a� Q 0 >• m a IO z O o J W LL. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet I D2c H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\]D2abc - 2nd Floor - Finishes.dwg, 2/8/2018 4:26:36 PM, )Simon, Xerox 6604 PS.pc3 DIVISION 1 GENERAL NOTES DIVISION 1 -GENERAL NOTES (CONT.) DIVISION 2 SITE WORK DIVISION 2 SITE UJORK (CONT.) DIVISION S METALS GENERAL NOTES 1.04 PRODUCT DATA SECTION 02200 EARTHWORK SECTION 02282 TERMITE CONTROL SECTION 05500 METAL FABRICATIONS A. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE CODE "FLORIDA BUILDING A. PREPARATION: I. CLEARLY MARK EACH GOPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS WHICH ARE SPECIFICALLY PART I GENERAL PART I GENERAL PART 1 GENERAL CODE," "FLORIDA PLUMBING CODE," "FLORIDA MECHANICAL CODE," "NATIONAL ELECTRICAL CODE," AND ALL COVERED BY THE SUBMITTAL. REFERENCE ALL NUMBERS TO CORRESPOND TO THOSE IN CONTRACT IDI SUMMARY OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING DOCUMENTS. 1.01_ WORK A. PROVIDE FOR NECESSARY TERMITE TREATMENT, l01 MATERIALS LOCAL JURISDICTION. 2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. A. PREPARING OF SUBGRADE FOR BUILDING FOUNDATION AND SLABS, WALKS, AND PAVEMENTS. EXCAVATION A. PROVIDE NEW OR BEST COMMERCIAL QUALITY FOR PURPOSE INTENDED, AND FREE FROM DEFECTS IMPAIRING B. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF 'WA 101 LIFE SAFETY CODE." 3. SHOW DIMENSIONS AND CLEARANCES (REQUIRED. AND BACK FILLING OF TRENCHES WITHIN BUILDING LINES. FINAL GRADING OF SITE. l01 SUBMITTALS STRENGTH, DURABILITY, AND APPEARANCE. 4. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS. A. PRODUCT DATA: NOT REQUIRED B. PROVIDE STEEL FOR MISCELLANEOUS STRUCTURAL FRAMING AND NON-STRUCTURAL FRAMING AS FOLLOWS C. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT EDITION OF THE 5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE SUBMITTAL. 1.01 PROJECT CONDITIONS B. MANUFACTURER'S CERTIFICATE: REQUIRED 1. STRUCTURAL STEEL : ASTM A36 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201. B. MANUFACTURER'S STANDARD SCHEMATIC DRAWINGS AND DIAGRAMS: A. SUBSURFACE CONDITIONS WERE ASSUMED IN THE DESIGN AND ARE STATED WITHIN THE DRAWINGS. THE 1.03 QUALITY ASSURANCE 2. BRACKETS, FLANGES, AND ANCHORS : ASTM A36 D. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS, 1. MODIFY DRAWINGS AND DIAGRAMS TO DELETE INFORMATION WHICH IS NOT APPLICABLE TO THE WORK CONDITIONS AIRE NOT INTENDED AS REPRESENTATIONS OR WARRANTIES OF ACCURACY OR CONTINUITY OF A. REGULATORY REQUIREMENTS: EPA - ENVIRONMENTAL PROTECTION AGENCY - 3. FASTENERS, BOLTS, NUTS, WASHERS, AND OTHER FASTENERS CONFORMING TO APPROPRIATE FEDERAL EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, 2. SUPPLEMENT STANDARD INFORMATION 70 PROVIDE INFORMATION SPECIFICALLY APPLICABLE EXISTING SOIL CONDITIONS. FEDERAL INSECTICIDE, FUNGICIDE AND RODENTICIDE ACT, SPECIFICATIONS OF TYPE, GRADE, AND CLASS REQUIRED, COMPLY WITH ASTM A301 FOR BOLTS OF I/2 ORDINANCES, OR RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF TO THE WORK. B. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY INCH OR LARGER PROVIDE ZINC -COATED FASTENERS FOR EXTERIOR USE OR WHERE BUILT INTO ANY NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS. L05 SAMPLES SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTHWORK 1.04 WARRANTY EXTERIOR WALL, A. OFFICE SAMPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY TO CLEARLY OPERATIONS. A. SPECIAL WARRANTY FOR TERMITE DAMAGE AND REPAIRS TO BUILDING AND COMPONENTS: TEN (10) YEARS. C. FURNISH BENT OR OTHERWISE CUSTOM FABRICATED BOLTS, PLATES, ANCHORS, HANGERS, DOWELS, DRIP CAPS E. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE WORK OF THEIR TRADE, ILLUSTRATE : PART 2 RODUCTS P AT WINDOWS, DOORS, AND BRICK WAINSCOT, AND OTHER MISCELLANEOUS STEEL AND IRON SHAPES AS TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST TRADE STANDARDS SHALL BE REMOVED iFUNCTIONAL CHARACTERISTICS OF THE PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT PART 2 PRODUCTS � REQUIRED FOR FRAMING AND SUPPORTING WOODWORK, AND FOR ANCHORING OR SECURING WOODWORK TO AND REPLACED AT NO ADDITIONAL COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE . DEVICES AND TECHNIQUES. 2.01 MANUFACTURERS/PRODUCTS CONCRETE. UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE THE COST TO THE 2. FULL RANGE OF COLOR, TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT NO ADDITIONAL 221 BACKFILL AND FILL MATERIALS A. TOXICANT CHEMICAL: EPA AND LOCAL AUTHORITY APPROVED- SYNTHETICALLY 1.02 STEEL PIPE RAILING SUBCONTRACTOR.A. COST. SUBMIT ONLY SPECIFIED COLOR RANGE IF DIFFERENT FROM MANUFACTURER'S STANDARD SATISFACTORY SOIL MATERIALS FREE OF CLAY, ROCK, OR GRAVEL LARGER THAN 2 INCHES IN ANY COLOR DYED TO PERMIT VISUAL IDENTIFICATION OF TREATED SOIL. A. FABRICATE STEEL PIPE RAILING TO COMPLY WITH THAT SHOWN, INTERCONNECT RAILINGS AND POSTS BY F. IT IS THE GENERAL CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE RANGE. DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, OR ANY OTHER FOREIGN MATTER. B. DILUTANT: RECOMMENDED BY TOXICANT MANUFACTURER BUTT -WELDING OR WELDING WITH INTERNAL CONNECTORS. NOTCH ENDS OF INTERSECTING MEMBERS TO FIT TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. B. ALL SAMPLES OF A PARTICULAR PRODUCT, ASSEMBLY, UNIT, ETC., SHALL BE SUBMITTED AT THE SAME 2.02 BASE FILL FOR UNDER SLABS ON GRADE PART 3 EXECUTION CONTOUR OF PIPE TO WHICH END IS JOINED. FURNISH NSERTS AND OTHER ANCHORING DEVICE CONNECTING THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT TIME TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN SAMPLES. RAILING TO CONCRETE, MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE 1.06 SUBMITTALS A. CLEAN SANDS LESS THAN 10go FINES AND FREE OF ORGANIC MATERIAL. COURSE AGGREGATE 3.01 APPLICATION B. ANCHOR POSTS IN CONCRETE BY CORE DRILLING HOLES NOT LESS THAN 5 INCHES DEEP AND 3/4 INCHES CONTRACTOR AFTER COMPLETION OF THE PROJECT. A. PERMITS, LICENSES, AND CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES OF PERMITS, LICENSES, 3 4" I SHALL NOT EXCEED 3/4" IN SIZE. EXSIDCEED A. SPRAY APPLY TOXICANT UNDER ALL BUILDING SLAB LOCATIONS. B. APPLY EXTRA TREATMENT TO STRUCTURE PENETRATIONS SUCH AS PIPE OR DUCTS, GREATER THAN OUTSIDE DIAMETER OF POST. CLEAN HOLES OF ALL LOOSE MATERIAL, INSERT POSTS AND FILL G. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR DISFIGUREMENT. EXCEPT FOR CERTIFICATIONS, INSPECTION REPORTS, RELEA5E5, JURISDICTIONAL SETTLEMENTS, NOTICES, RECEIPTS FOR PART 3 EXCAVATION AND 50IL PENETRATIONS SUCH AS GROUNDING RODS OR POSTS. ANGULAR SPACE BETWEEN POST AND CONCRETE WITH NON -SHRINK, NONMETALLIC GROUT AND ANCHORING SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS ESTABLISHED IN C. RETREAT DISTURBED TREATED SOIL WITH SAME TOXICANT AS ORIGINAL TREATMENT. CEMENT. LEAVE ANCHORAGE JOINT EXPOSED, WIPE OFF SURPLUS ANCHORING MATERIAL AND LEAVE 1/8 INCH TRUE, IN LINE, AND PLUMB. ALL NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON PERFORMANCE OF THE 3.01 EARTH EXCAVATION BUILDUP, SLOPED AWAY FROM POST. GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER WORK. -A. INCLUDES EXCAVATION OF PAVEMENTS AND OTHER OBSTRUCTIONS VISIBLE ON THE SURFACE, UNDERGROUND END OF SECTION 02282 1.03 PIPE BOLLARDS H. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. 1.01 CONTRACTOR RESPONSIBILITIES STRUCTURES, UTILITIES, AND OTHER ITEMS INDICATED TO BE DEMOLISHED AND REMOVEDt TOGETHER WITH A. FABRICATE PIPE BOLLARDS FROM SCHEDULE 80 STEEL PIPE. PIPE TO BE 4 INCHES IN DIAMETER, FILLED WITH A. REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION. EARTH AND OTHER MATERIALS ENCOUNTERED THAT ARE NOT CLASSIFIED. CONCRETE. SET PIPE 4 FEET INTO CONCRETE SUPPORT 12 INCHES IN DIAMETER AND 4 FEET ABOVE GRADE, I. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. COMPLETE SETS OF B. DETERMINE AND VERIFY: SECTION 02510 ASPHALTIC CONCRETE PAVING DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH ACTION MAY RESULT IN A LACK OF PURPOSES. I. FIELD MEASUREMENTS. 3.02 ROCK EXCAVATION END OF SECTION 05500 INFORMATION IN REFERENCE TO THE SCOPE OF WORK TO PERFOIRt1ED. 2. FIELD CONSTRUCTION CRITERIA. A. INCLUDES REMOVAL AND DISPOSAL OF MATERIALS AND OBSTRUCTIONS ENCOUNTERED THAT CANNOT BE PART I GETIERAL J. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD INSPECT THE PROJECT SITE 3. CATALOG NUMBERS AND SIMILAR DATA. EXCAVATED WITH A 7RAGK-MOUNTED POWER EXCAVATION. 1.01 SUMMARY °SECTION 05580 SHEET METAL FABRICATIONS PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTION IS REQUIRED SO THAT THE 4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS. 3.03 ROCK PAVEMENT LIMITS A. PROVIDE NECESSARY ASPHALTIC CONCRETE PAVING PER DRAWINGS PREPARED BY CIVIL ENGINEER PART I GENERAL CONTRACTOR SHALL BE TOTALLY FAMILIAR WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. A. THE FOLLOWING LIMITS ARE SET. 1.01 SYSTEM DESCRIPTION CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS. DO NOT SUBMIT NON -CONFORMING PRODUCTS. D NOTIFY THE ARCHITECT IN WRITING, AT THE TIME OF SUBMISSION, OF ANY DEVIATIONS IN THE SUBMITTALS I. TWO FEET OUTSIDE OF CONCRETE WORK FOR WHICH FORMS ARE REQUIRED, EXCEPT FOOTINGS. A. DESIGN REQUIREMENTS -PAYING: DESIGNED FOR PARKING AND LIGHT DUTY COMMERCIAL VEHICLES 1.01 SKINLESS STEEL PANELS A. PROVIDE PANELS OF SIZE INDICATED MATERIAL COMPLY WITH ASTM AI61, TYPE 302, BRIGHT DIRECTIONAL K UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL WORK (EQUIPMENT, FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THE CONTRACT 2. ONE FOOT OUTSIDE PERIMETER FOOTINGS. (MOVEMENT OF TRUCKS UP TO 30000 LBS ) POLISH: AI51 N0. 4 FINISH. MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A PERIOD OF ONE (1) YEAR FROM THE DATE DOCUMENTS. 3. IN PIPE TRENCHES, 6 INCHES BELOW INVERT ELEVATION OF PIPE AND 2 FEET WIDER THAN THE OUTSIDE 1.03 SUBMITTALS B. PROVIDE ANCHORAGE DEVICES AND FASTENERS AS NECESSARY FOR SECURING TO IN -PLACE CONSTRUCTION. OF SUBSTANTIAL COMPLETION, WITH ALL APPROPRIATE REPAIRS OR REPLACEMENTS A7 NO ADDITIONAL COST E. BEGIN NO FABRICATION OR WORK WHICH REQUIRES SUBMITTALS UNTIL RETURN OF SUBMITTALS WITH DIAMETER THE PIPE. A. PRODUCT DATA: REQUIRED PROTECT FINISHES OF PANEL FROM DAMAGE DURING CONSTRUCTION PERIOD, TO THE OI.I,NER ARCHITECT'S CONFORMANCE REVIEW. 4. OUTSIDE DIMENSIONS OF CONCRETE WORK WHERE NO FORMS ARE REQUIRED. F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS 5. SIX INCHES BELOW BOTTOM OF 5LAB5 ON GRADE. 1.04 QUALITY ASSURANCE END OF SECTION 05580 L. IT SHALL BE THE RE5PONSIBILITY OF THE G.G. AND/OR CONTRACTORS TO COMPLY WITH ALL THE . SHALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR ACCEPTANCE. A. QUALITY STANDARDS: THE ASPHALT INSTITUTE MANUAL M6-8, STATE HIGHWAYS STANDARD. REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY THE US. DEPARTMENT OF LABOR, 304 STABILITY OF EXCAVATION AND REQUIRE ALL ITS SUBCONTRACTORS AND EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED STATE 1.08 6UBMI65ION REQUIREMENTS A. SLOPE 5LIDE5 OF EXCAVATIONS TO COMPLY WITH LOCAL CODES, ORDINANCES, AND REQUIREMENTS OF PART 2 PRODUCTS J �.Q DIVISION OD A�IGII pL A &TINT OR LOCAL LAWS. A. MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN SUCH SEQUENCE AGENCIES HAVING JURISDICTION. SHORE AND BRACE WHERE SLOPING IS NOT POSSIBLE BECAUSE OF 221 MANUFACTURERS/PRODUCTS 1- f-%V M. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. THEIR ABSOLUTE ACCURACY AS TO CAUSE NO DELAY IN THE WORK OR IN THE WORK OF ANY OTHER CONTRACTOR SPACE RESTRICTIONS OR STABILITY OF MATERIAL EXCAVATED. A. PAVEMENT MATERIALS: ASPHALT CEMENT, AGGREGATE, AND MINERAL FILLER 15 NOT GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT LOCATIONS, MEASUREMENTS, LEVELS, ETC. B. NUMBER OF SUBMITTALS REQUIRED: B. SEAL COAT: AS APPROVED FOR LOCAL CONDITIONS. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT 1, SHOP DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH THE CONTRACTOR REQUIRES, 3.05 DEWATERING C. BASE COURSE MATERIAL: COARSE STONE OR AS REQUIRED BY LOCAL CONDITIONS. SECTION 06100 R0.414 CARPENTRY SCALE PRINTS. VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE A. PREVENT SURFACE WATER FROM FLOWING INTO EXCAVATIONS AND FROM FLOODING PROJECT SITE AND 2.02 ACCESSORIES/MIXES SIZE IS 24" x 36" FOR ANY ONE SHEET. SURROUNDING AREA, DO NOT ALLOW WATER TO ACCU`1LATE IN EXCAVATIONS. REMOVE WATER TO PREVENT PART I GENERAL N. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN ANYWAY BY 2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3) SOFTENING OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL 70 A. BUMPERS: PRECAST CONCRETE THE CONTRACTOR OR THE OWNER ALTERATIONS SHALL BE MADE ONLY BY THE ARCHITECT OF RECORD. WHICH WILL BE RETAINED BY THE ARCHITECT. STABILITY OF 5UBGRADES AND FOUNDATIONS. PROVIDE AND MAINTAIN EQUIPMENT AND COMPONENTS B. ASPHALT PAVEMENT MIX: 101 LUMBER STANDARDS 3. SAMPLES: SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NO NUMBER IS GIVEN, NECESSARY 70 CONVEY WATER AWAY FROM EXCAVATION. I. BINDER COURSE: COURSE GRADED, OR AS APPROVED FOR LOCAL CONDITIONS. A. FURNISH LUMBER MANUFACTURED TO COMPLY WITH PS 20 "AMERICAN SOFTWOOD LUMBER STANDARD" AND 0. MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. MAINTAIN THE SITE IN A CLEAN AND ORDERLY WITH VERIFY CORRECT NUMBER. WITH ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF TWO (2) SAMPLES. 2. WEARING COURSE: FINE GRADED, OR AS APPROVED FOR LOCAL CONDITIONS. WITH APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER CONDITION. REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS, ATTICS, CRAWL SPACES, AND OTHER 4. PROVIDE SUBMITTALS AS BY THE INDIVIDUAL SECTION, BUT NO LESS THAN THAT 3.06 STORAGE OF EXCAVATED MATERIALS PART 3 EXECUTION STANDARDS COMMITTEE'S (ASLC) BOARD OF REVIEW. CLOSED OR REMOTE SPACES. PRIOR TO ENCLOSING THE SPACE BROOM AND VACUUM CLEAN INTERIOR AREAS STATED ABOVE. A. STOCKPILE EXCAVATED MATERIALS ACCEPTABLE FOR BACKFILL AND FILL. DISPOSE OF EXCESS 102 GRADE STAMPS PRIOR TO START OF SURFACE FINISHING, AND CONTINUE CLEANING TO ELIMINATE DUST. REMOVE WASTE MATERIALS, DEBRIS, AND RUBBISH FROM SITE WEEKLY AND DISPOSE OFF -SITE. C. SUBMITTALS SHALL CONTAIN: EXCAVATED SOIL MATERIAL AND MATERIALS NOT ACCEPTABLE FOR USE AS BACKFILL OR FILL. 3.01 INSTALLATION A. PROVIDE LUMBER WITH EACH PIECE FACTORY MARKED WITH GRADE STAMP OF INSPECTION AGENCY i, THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS. A. PLACE BASE COURSE MATERIAL IN CONTINUOUS LAYERS NOT EXCEEDING FOUR INCHES l4) LOOSE DEPTH EVIDENCING COMPLIANCE WITH GRADING RULE REQUIREMENTS AND IDENTIFYING GRADING AGENCY, GRADE, P. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE SPRINKLER SYSTEM, ANY AND ALL INSTALLATIONS, 2. THE PROJECT TITLE AND NUMBER 3.01 EXCAVATION FOR STRUCTURE TO SIX INCHES (6") THICKNESS. SPECIES, MOISTURE CONTENT AT TIME OF SURFACING, AND MM. CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM 3. CONTRACT IDENTIFICATION, A. CONFORM TO ELEVATION AND DIMENSIONS SHOWN WITHIN A TOLERANCE OF 0.10 FOOT, AND EXTENDING A B. PLACE TWO COURSE ASPHALT PAVEMENT TO THICKNESS. ROLLER COMPACT, NECESSITATED BY THE WORK IN THIS PERMIT SHALL BE DONE AS PER NFPA-13 2002 EDITION, BY A LICENSED 4. THE NAMES OF: 5UFFICIENT DISTANCE FROM FOOTINGS AND FOUNDATIONS TO PERMIT PLACING AND REMOVAL OF CONCRETE C. APPLY SEAL COAT TO WEARING COURSE. 1.03 DIMENSION LUMBER FIRE SPRINKLER CONTRACTOR WITH SEPARATE PERMIT AND PLANS. a. CONTRACTOR. POW WORK, INSTALLATION OF SERVICES, AND OTHER CONSTRUCTION AND INSPECTIONS. 3D2 FIELD QUALITY CONTROL A. ALL STRUCTURAL FRAMING AND STRUCTURAL LIGHT FRAMING (1" TO 4" THICK, 2" AND WIDER) SHALL BE b. SUBCONTRACTOR SOUTHERN PINE NO. 2 GRADE OR BETTER ALL TIMBERS (5" AND THICKER) SHALL BE SOUTHERN PINE NO. I Q. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE ALARM SYSTEM, ANY AND ALL INSTALLATIONS, CHANGES, c. SUPPLIER. 3.08 EXGAVA710NFOR PAVEMENTS A. FIELD TESTS: NOT REQUIRED. GRADE OR BETTER ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR MODIFICATIONS TO THE FIRE ALARM SYSTEM SHALL BE DONE d. MANUFACTURER. A. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS AND GRADES AS INDICATED B• FIELD INSPECTION: REQUIRED. B. ARRANGE STUDS SO THAT WIDE FACE OF STUD IS PERPENDICULAR TO DIRECTION OF WALL OR PARTITION AND AS PER NFPA-12 2002 EDITION, BY A LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS. 5. IDENTIFICATION OF THE PRODUCT, WITH THE SPECIFICATION SECTION NUMBER END OF SECTION 02282 NARROIU FACE 1S PARALLEL. INSTALL SINGLE BOTTOM PLATE OR DOUBLE TOP PLATES USING 2 INCH R. ALL FIRE PROTECTION SYSTEMS SHALL REMAIN IN SERVICE DURING CONSTRUCTION A7 ALL TIMES. 6. FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH. 3.09 BACKFILL AND FILL MEMBERS WW05E WIDTHS EQUAL THAT OF STUDS. SINGLE TOP PLATE MAY BE USED FOR NONBEARING 1. RELATION TO ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS. A. PLACE 501L MATERIAL IN LAYERS 70 REQUIRED 5UDGRADE ELEVATIONS, FOR EACH AREA CLASSIFICATION SECTION 02520 PORTLAND CEMENT CONCRETE PAVING PARTITIONS. CONSTRUCT CORNERS ANp INTERSECTIONS WITH NO LESS THAN 3 STUDS. INSTALL CONTINUOUS 8. APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO ASTM OR FEDERAL SPECIFICATION NUMBERS. LISTED BELOW. HORIZONTAL BLOCKING AT MID -HEIGHT OF PARTITIONS OVER 8 FEET IN HEIGHT WITH 2 INCH STUDS AND SAME CONSTRUCTION NOTES 9. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS. 1. UNDER GRASSED AREAS, USE SATISFACTORY EXCAVATED OR BORROWED MATERIALS. PART I GENERAL THICKNESS AS WELL. (NOTE: ALL WALL STUD BOTTOM PLATES SHALL BE PRESSURE TREATED.) I. INTERIOR FINISH MATERIALS APPLIED 70 WALL AND CEILING SHALL BE IN ACCORDANCE WITH ASTM 10. IDENTIFICATION OF OPTIONS AVAILABLE, BUT NOT INDICATED IN THE SPECIFICATIONS, SUCH AS 1. UNDER WALKS AND PAVEMENTS, USE BASE MATERIAL, SATISFACTORY EXCAVATED OR BORROWED 1.01 GENERAL C. FRAME OPENINGS WITH MULTIPLE STUDS AND HEADERS. SET HEADERS ON EDGE AND SUPPORT ON JAMBS. E84. ALL FINISH MATERIALS SHALL MEET A GLASS "B" INTERIOR FINISH RATING IN EXIT AND EXIT COLOR, FINISH, TEXTURE, ETC, WITH COMPLETE SAMPLES OR LISTING INCLUDED IN THE SUBMITTAL FOR ARCHITECT'S SELECTION. MATERIAL, OR COMBINATION. 3. UNDER BUILDING SLABS, USE DRAINAGE FILL MATERIAL. A. EXTENT OF PORTLAND CEMENT CONCRETE PAVING IS SHOWN ON DRAWINGS INCLUDING CURBS, GUTTERS, ACCE55 AREA. CLASS "C" ELSEWHERE. 11. INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOWN ON THE SHOP DRAWINGS SHALL BE WALKWAYS, AND PAVEMENTS. 124 BOARDS A. WHERE BOARDS WILL BE EXPOSED IN FINISHED WORK, PROVIDE 19 PERCENT MAXIMUM, "S-DRY" OR KD-IS, 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRE55 SIDE WITHOUT THE USE OF A KEY, TOOL, DIMENSIONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUSION. 3.10 BACKFILL AND EXCAVATIONS 1.02 FORMS WESTERN CEDAR, "C SELECT/A ALL HEART" GRADE PER WWPA RULES. PROVIDE SIZES AS INDICATED. SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL 12. IDENTIFICATION OF REVISIONS ON SUBMITTALS. A. BACKFILL EXCAVATIONS AS PROMPTLY AS WORK PERMITS BASED ON INSPECTIONS AND APPROVALS, A. FORMS SHALL BE WOOD, STEEL, OR OTHER SUITABLE MATERIAL OF SIZE AND STRENGTH 70 RESIST MOVEMENT B. INSTALL BOARDS WITH END JOINTS STAGGERED OVER SUPPORTS, AND WITH EACH PIECE EXTENDED OVER AT NOT BE USED, 13. AN 8" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS, REMOVAL OF FORM WORK, AND REMOVAL OF TRASH AND DEBRIS FROM EXCAVATION. DURING CONCRETE PLACEMENT AND RETAIN HORIZONTAL AND VERTICAL ALIGNMENT UNTIL REMOVAL. LEAST 2 SPACES BETWEEN SUPPORTS. NAIL WITH 8d COMMON NAILS, SPACED 2 PER SUPPORT. 3. ALL GLAZING IN ANY DOOR OR IN ANY INDIVIDUAL OR FIXED OR OPERABLE PANEL ADJACENT A DOOR 14. CONTRACTOR'S STAMPS, INITIALED OR SIGN, CERTIFYING THE REVIEW OF SUBMITTAL, VERIFICATION OF USE STRAIGHT FORMS, FREE OF DISTORTION AND DEFECTS. USE FLEXIBLE SPRING STEEL FORMS OR LAMINATED WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF THE 3.11 PLACEMENT AND COMPACTION BOARDS TO FORM RADIUS BENDS AS REQUIRED. 1.05 MISCELLANEOUS LUMBER BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKWAY SURFACE SHALL BE SAFETY GLASS, INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS. A. REMOVE VEGETATION, DEBRIS, UNSATISFACTORY SOIL MATERIALS, AND OBSTRUCTIONS FROM GROUND B. SET FORMS AT REQUIRED GRADES AND LINES. TOP OF FORMS TOLERANCE IS NOT MORE THAN 1/8" IN A. PROVIDE LUMBER FOR SUPPORT OR ATTACHMENT OF OTHER CONSTRUCTION, INCLUDING ROOFTOP EQUIPMENT TEMPERED GLASS OR AN ACRYLIC PLASTIC SHEET PER SBC 24052.1 loci RESUBMISSION REQUIREMENTS SURFACE PRIOR 70 PLACEMENT OF FILLS. PLOW STRIP OR BREAKUP SURFACE PRIOR 70 PLACEMENT 10 FEET. VERTICAL FACE ON LONGITUDINAL AXIS, NOT MORE THAN I/4" IN 10 FEET, AUTOMATIC MACHINE CURBS AND SUPPORT BASES, CANT STRIPS, BUCKS, NAILERS, BLOCKING, FURRING, GROUNDS, STRIPPING, AND A. MAKE ANY CORRECTIONS OR CHANGES IN THE SUBMITTALS REQUIRED BY THE ARCHITECT AND RESUBMIT OF FILLS. PLOW STRIP OR BREAKUP SLOPED SURFACES STEEPER THAN ONE VERTICAL TO FOUR MAY BE USED FOR CURB AND GUTTER PLACEMENT AT CONTRACTOR'S OPTION, SIMILAR MEMBERS. FABRICATE FROM DIMENSIONAL LUMBER WITH 19 PERCENT MAXIMUM MOISTURE CONTENT. 4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND 80" ABOVE THE UNTIL ACCEPTED. HORIZONTAL SO THAT FILL MATERIAL WILL BOND WITH EXISTING SURFACE, 1.06 ENGINEERED WOOD PRODUCTS FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, B. SHOP DRAWINGS AND PRODUCT DATA: B. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 6 INCHES IN LOOSE DEPTH FOR 1.03 CONCRETE MIX A. COMPLY WITH REQUIREMENTS OF APPLICABLE DIVISION 3 SECTIONS FOR CONCRETE MIX DESIGN. DESIGN MIX A. PROVIDE ENGINEERED WOOD PRODUCTS FOR WHICH CURRENT MODEL CODE EVALUATION/RESEARCH REPORTS OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE FINISHED FLOOR MAY NOT PROTRUDE ANY „ ING AM UHT. FREE STAIN I OBJECTS MOUNT ON OST OR PYLONS MAY OVERHANG IZ PROTRUDING 0 D E MOUNTED P 1. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL. MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT LESS THAN 4 INCHES IN LOOSE F MATERIAL M ACT YHAND-OPERATEDT M DEPTH ORCOMPACTED B A PER P TO PRODUCE NORMAL WEIGHT CONCRETE CONSISTING OF PORTLAND CEMENT, AGGREGATE, WATER REDUCING EXIST THAT ARE ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND THAT EVIDENCE COMPLIANCE FOR . OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. SHALL RE UC 2. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED BY THE ARCHITECT. C. BEFORE COMPACTION, MOISTEN SOIL OR AERATE EACH LAYER AS NECESSARY TO PROVIDE OPTIMUM ADMIXTURE, AIR -ENTRAINING ADMIXTURE, AND WATER TO PRODUCE A COMPRES51VE STRENGTH OF 3,000 PSI THE APPLICATION INDICATED WITH SPECIFIED ELEMENTS AND THE BUILDING CODES IN EFFECT FOR THIS C. SAMPLES: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL M015TURE CONTENT. COMPACT EACH LAYER TO REQUIRED PERCENTAGE OF MAXIMUM DRY DENSITY OR MINIMUM AT 28 DAYS AND AIR CONTENT OF 5 TO 8 PERCENT. PROJECT. SIZE TO BE i 3/4 INCHES BY DEPTH AND LENGTH INDICATED. 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES LOCATIONS INCLUDING, BUT NOT 1.10 DISTRIBUTION RELATIVE DRY DENSITY FOR EACH SOIL CLASSIFICATION. DO NOT PLACE BACKFILL OR FILL MATERIAL 1.04 REINFORCEMENT 1.01 CONSTRUCTION PANELS LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, GRAB BARS, E WALL STOPS ETC- ISGA, GALV. FLAT METAL MAY BE USED IN LOCATIONS APPROVED BY ARCHITECT. A• DISTRIBUTE REPRODUCTION OF SHOP DRAWINGS AND COPIES OF PRODUCT DATA WHICH CARRY THE ON SURFACES THAT ARE MUDDY. A. FURNISH WELDED PLAIN COLD -DRAWN STEEL WIRE FABRIC CONFORMING TO ASTM A185 IN FLAT SHEETS, A. COMPLY WITH 1=51 U.S. PRODUCT STANDARD FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD FOR PLYWOOD ARCHITECT'S STAMP OF CONFORMANCE TO: D. CONTROL SOILS AND FILLS COMPACTION PROVIDING MINIMUM PERCENTAGE OF DENSITY SPECIFIED FOR EACH NOT ROLLS. REINFORCING BARS ARE DEFORMED STEEL BARS CONFORMING TO ASTM A615, GRADE 60. LOCATE CONSTRUCTION PANELS AND, FOR PRODUCTS NOT MANUFACTURED UNDER PSI, WITH APA PRP-108. FURNISH 6. ALL PARTITIONS ENCLOSING VERTICAL OPENINGS SUCH AS STAIRWAYS, UTILITY SHAFTS, AND ELEVATOR 1. JOB 51TE FILE. AREA BELOW. COMPACT 501L TO NOT LE55 THEN THE FOLLOWING PERCENTAGES OF MAXIMUM DENSITY IN AND PLACE REINFORCEMENT AS INDICATED, SUPPORT REINFORCEMENT DURING PLACEMENT OF CONCRETE SO PANELS THAT ARE FACTORY MARKED WITH APA TRADEMARK EVIDENCING COMPLIANCE WITH GRADE SHAFTS SHALL EXTEND FROM FLOOR TO FLOOR OR FLOOR TO ROOF. 2. RECORD DOCUMENTS FILE. ACCORDANCE WITH ASTM D 1551 AS TO MAINTAIN ITS LOCATION IN SECTION. REQUIREMENTS. 3. SUBCONTRACTORS. 1. UNDER STRUCTURES, BUILDING SLABS AND PAVEMENTS, COMPACT TOP 12 INCHES OF SUBGRADE AND 1. ALL RATED PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR TO THE CEILING AND BE SECURELY 4. SUPPLIER OR FABRICATOR EACH LAYER OF BACKFILL OR FILL MATERIAL AT 95 PERCENT. MENT 105 CONCRETE PLACEMENT 1.08 SILL SEALER GASKETS ATTACHED THERETO. WHERE SAID CEILING IS NOT PART OF AN ASSEMBLY HAVING A FIRE RESISTANCE 5. OWNER (TO BE DISTRIBUTED BY THE ARCHITECT). 2. UNDER LAWN OR UNPAVED AREAS, COMPACT TOP 6 INCHES OF SUB -GRADE AND EACH LAYER OF A. PLACE BY METHODS THAT PREVENT SEGREGATION OF MIX. CONSOLIDATE WITH INTERNAL VIBRATOR USE ONLY A. GLASS FIBER RESILIENT INSULATION FABRICATED IN STRIP FORM FOR USE AS A SILL SEALER+- I INCH NOMINAL RATING AT LEAST EQUAL TO THAT REQUIRED FOR THE PARTITION, THE PARTITION SHALL BE BACKFILL OR FILL MATERIAL TO 90 PERCENT SQUARE -FACED SHOVELS FOR NAND -SPREADING AND CONSOLIDATION. CONSOLIDATE WITH CARE TO PREVENT THICKNESS COMPRESSIBLE TO 1/32 INCH± SELECT FROM MANUFACTURER'S STANDARD WIDTHS IN ROLLS CONSTRUCTED TIGHT AGAINST THE FLOOR OR THE ROOF DECK ABOVE. 1.11 ARCHITECT'S DUTIES E. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED 70 PERFOIRI'1 THE FOLLOWING TESTS. DISLOCATION OF REINFORCING, DOWELS, AND JOINT DEVICES. OF 50 OR 100 FEET IN LENGTH. TIN FIRE T A F O FLOOR/ C I CEILING ASSEMBLIES FO CT (GAL 8. PENETRATION OF RE RATED W LLS LOOKS RE LR ELECTRICAL, A. REVIEW SUBMITTALS WITH REASONABLE PROMPTNESS AND IN ACCORD WITH SCHEDULE. ALLOW A MINIMUM H AN A 7 FILL. I. ON DENSITY TEST FOR EACH 2000 SQUARE FEET OF COMPACTED SUB -GRADE D COMPACTED ED LL. E DE I AGENT AT LOCATIONS FRESH CONCRETE I AC AGAINST HARDENED OPARTIALLY B. USE BONDING AGE LOG ON WHERE I� CRE E S PLACED EN R PART 2 INSTALLATION TELEPHONE, PLUMBING, H.VA.G. DUCTS, COMMUNICATION SYSTEMS OR SIMILAR FACILITIES SHALL BE OFTEN (10) WORKING DAYS FOR REVIEW, UNLESS SPECIAL HANDLING IS ARRANGED IN ADVANCE. 2. ONE DENSITY TEST AT EACH COLUMN FOOTING. HARDENED CONCRETE SURFACES. DEPOSIT AND SPREAD CONCRETE IN CONTINUOUS OPERATION BETWEEN PERMITTED BY NON COMBUSTIBLE PIPE OR CONDUIT WHEN ALL OPENINGS AROUND THE PIPE OR B, AFFIX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQUIREMENTS FOR RESUBMITTAL OR 3. ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. TRANSVERSE JOINTS AS FAR AS POSSIBLE. IF INTERRUPTED FOR MORE THAN 1/2 HOUR, PLACE A 201 GENERAL CONFORMANCE OF SUBMITTAL. ACCEPTANCE IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND CONSTRUCTION JOINT. A. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB AND TRUE TO LINE, CUT CONDUIT ARE FIRE5TOPPED WITH APPROVED NON-COMBUSTIBLE MATERIALS OR WHEN THE GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS, QUANTITIES AND DIMENSIONS OF MATERIALS AND FITTED. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION. SCRIBE AND COPE AS REQUIRED FOR PENETRATION IS PROTECTED WITH A SYSTEM WHICH HAS AN T" RATING EQUAL TO OR GREATER THAN WILL NOT BE REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS 1.06 CONCRETE FINISHING ACCURATE FIT. CORRELATE LOCATION OF FURRING, NAILER5, BLOCKING, AND SIMILAR SUPPORTS TO ALLOW THE A55EMBLY IN WHICH THE PENETRATION OCCURS, OF THE CONTRACT DOCUMENTS. 3.03 REMOVAL FROM OWNER'S PROPERTY A. AFTER STRIKING OFF AND CONSOLIDATING CONCRETE, SMOOTH SURFACE BY SCREENING AND FLOATING. USE ATTACHMENT OF OTHER CONSTRUCTION. S. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS UL., G.A. OR OTHER APPROVED TESTING AGENCIES C. RETURN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RESUBMISSION. A. REMOVE WASTE MATERIALS AND UNSUITABLE OR EXCESSIVE TOPSOIL FROM OWNER'S PROPERTY. HAND METHODS ONLY WHERE MECHANICAL FLOATING 15 NOT POSSIBLE. ADJUST FLOATING AND COMPACT B. USE COMMON WIRE NAILS, UNLESS OTHERWISE INDICATED. USE FINISHING NAILS FOR FINISH WORK. SELECT ARE CONSIDERED PROPRIETARY. PROPRIETARY ASSEMBLIES MUST BE BUILT UTILIZING THE COMPONENTS, END OF SECTION 01340 B. PROVIDE EROSION CONTROL METHODS IN ACCORDANCE WITH REQUIREMENTS OF LOCAL AUTHORITIES SURFACE AND PRODUCE UNIFORM TEXTURE. WORK EDGES OF SLABS, GUTTERS, BACK TOP EDGE OF CURB, FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED TO MEANS, AND METHODS SPECIFIED BY THE TESTING AGENCY. I.E. SILT FENCE. AND FORMED JOINTS WITH AN EDGING TOOL, AND ROUND I/2" RADIUS UNLESS OTHERWISE INDICAIED. VIEW OR WILL RECEIVE FIN15H MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN MEMBERS. INSTALL FASTENERS B. AFTER COMPLETION OF FLOATING AND WHEN EXCESS MOISTURE OR SURFACE SHEEN HAS DISAPPEARED, WITHOUT SPLITTING WOOD, PRE -DRILL AS REQUIRED. 10.ALL EXTERIOR HINGED DOORS SHALL BE SO THAT IT CAN BE PUSHED OR PULLED OPEN SECTION 02OW GENERAL END OF SECTION 02110 COMPLETE TROWELING AND FINISH SURFACE BY DRAWING A FINE BROOM ACROSS CONCRETE SURFACE WITH A FORCE NOT EXCEEDING 5.5 FOOT LBS (31-8N). REFER TO CIVIL DRAWINGS AS PREPARED BY HAMILTON ENGINEERING 4 SURVEYING DATED 01, 18. 08 INCLUDING PERPENDICULAR TO LINE OF TRAFFIC. ON INCLINE SURFACES, PROVIDE A COURSE, NON -SLIP FINISH BY END OF SECTION 06100 11. ALL INTERIOR HINGED DOORS SHALL BE SO THAT IT CAN BE PUSHED OR PULLED OPEN 9 SHEETS UNDER SEPARATE COVER 3.12 GRADING SCORING SURFACE WITH A STIFF BRISTLED BROOM PERPENDICULAR TO LINE OF TRAFFIC. WITH A FORCE NOT EXCEEDING 5 FOOT LBS (22-2N). A. UNIFORMLY GRADE AREAS OUTSIDE OF BUILDING LINES TO DRAIN AWAY FROM BUILDING AND TO PREVENT END OF SECTION 02520 SECTION 06410 CUSTOM CASEWORK . END OF SECTION 02000 PONDING UNLE55 DIRECTED OTHERWISE IN THE DRAWINGS. FINISH SURFACES ARE 70 BE FREE FROM IRREGULAR PART I CABINETS 12. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS SECTION 02110 SITE CLEARING SURFACE CHANGES AND AS FOLLOWS OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. PART I GENERAL 1. LAWN OR UNPAVED AREAS 70 RECEIVE TOPSOIL 70 WITHIN NOT MORE THAN 0.10 FOOT ABOVE OR BELOW REQUIRED 5UBGRADE ELEVATIONS. `' Q �y �r� DIVISION I I�71VI�t 3 1.01 DOOR FRONTS, DRAWER FRONTS, KICKS AND SPLASHES 13.SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE ACCESSIBILITY CODE FOR BUILDNG 2. SHAPE SURFACE OF AREAS UNDER WALKS TO LINE, GRADE, AND GROSS -SECTION, WITH FINISH SURFACE Y �./1�1GT A. KICKS, SPLASHES AND COUNTER TOPS SHALL BE THICK PLYWOOD SURFACED WITH HIGH PRESSURE CONSTRUCTION (OCTOBER 1991 EDITION) AND SHALL COMPLY WITH SECTION 430 SIGNAGE. 101 PROJECT CONDITIONS NOT MORE THAN 0,10 FOOT ABOVE OR BELOW REQUIRED SUBGRADE ELEVATION. DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACE AND EDGES. A. CONDUCT SITE CLEARING OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, SEE STRUCTURAL DRAWINGS B. POOR FRONTS, DRAWER FRONTS ANC) CABINET BODIES SHALL BE 5/8" BLACK MELAMINE WITH NIGH AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. 3.13 COLD WEATHER PROTECTION PRESSURE DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACES AND EDGES. B. PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE, AGAINST SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES UNNECESSARY CUTTING, BREAKING OR SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY A. PROTECT EXCAVATION BOTTOMS AGAINST FREEZING WHEN ATM05PHERIC TEMPERATURE 15 LESS THAN 35 C. STYLE SHALL BE FLUSH OVERLAY WITH SQUARE EDGES. STOCKPILING CONSTRUCTION MATERIALS WITHIN DRIP LINE, PROVIDE TEMPORARY GUARDS TO PROTECT DEGREES FAHRENHEIT, g SHAPE SURFACE OF AREAS UNDER PAVEMENT TO LINE, GRADE AND GROSS -SECTION WITH FINISH SURFACE 102 CABINET BACKS PART I GENERAL TREES AND VEGETATION TO BE LEFT STANDING. WATER TREES AND OTHER VEGETATION TO REMAIN WITHIN NOT MORE THAN 1/2 INCH ABOVE OR BELOW REQUIRED SUBGRADE ELEVATION. „ A. 5/8 WHITE MELAMINE BOXES ON BASE AND UPPERS. FINISH INTERIOR FACE TO MATCH CABINET INTERIOR . LIMITS OF CONTRACT WORK AS REQUIRED TO MAINTAIN THEIR HEALTH DURING COURSE OF CONSTRUCTION C. GRADE SURFACE OF FILL UNDER BUILDING SLABS SMOOTH AND EVEN, FREE OF VOIDS, COMPACTED AS `' Q �y� ��y��/ D I Y ISION A�7�./I�1� 1 1.01 REQUIREMENTS INCLUDED A. SUBMIT 5HOP-DRAWINGS, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR AS OPERATIONS. PART 2 PRODUCTS SPECIFIED, AND TO REQUIRED ELEVATION, PROVIDE FINAL GRADES WITHIN A TOLERANCE OF 1/211 WHEN TESTED WITH A 10 FOOT STRAIGHT EDGE. 1.03 DRAWERS A. DRAWER FRAMES SHALL BE GRASS ZARGEN DRAWER SLIDE SYSTEM OR EQUIVALENT. ALL EXPOSED NECESSARY WHERE NOT INDICATED, 50 ARCHITECT CAN REVIEW, SELECT, CHECK FOR CONFORMANCE, PART 3 EXECUTION SECTION 04225 BRICK PAVERS (THIN SET) VIEW PORTIONS SHALL BE FINISHED TO MATCH INTERIOR OF CABINET BODIES. ETC., AS REQUIRED. 3.01 GENERAL 3.14 ER05ION CONTROL 1.04 SHELVES, DIVIDERS, AND BOTTOMS I A. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS, OR OBSTRUCTIONS AS REQUIRED A. PROVIDE EROSION CONTROL METHODS IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING PART I GENERAL A. SHELVES ON THE INTERIOR OF CABINETS (BEHIND DOORS), BOTTOM IN CABINET, AND VERTICAL DIVIDERS 1.02 RELATED REQUIREMENTS TO PERMIT INSTALLATION OF NEW CONSTRUCTION, REMOVAL INCLUDES DIGGING OUT EXISTING BLACKTOP/ JURISDICTION, SHALL BE 5/8" WHITE MELAMINE. EXPOSED FACES SHALL MATCH CABINET BODY INTERIOR FINISH, ALL Ai DESIGNATED IN THE CONSTRUCTION SCHEDULE, OR IN A SEPARATE COORDINATE SCHEDULE, THE DATES CONCRETE IN PLANTING AREAS AND OFF -SITE DISPOSAL OF STUMPS, ROOTS AMD BLACKTOP/CONCRETE. 1.01 RELATED DOCUMENTS EXPOSED FRONT EDGES, INCLUDING SHELF EDGES, SHALL BE FINISHED WITH ONE (1) TAPED FRONT EDGE. FOR SUBMISSION AND THE DATES THAT REVIEWED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES WILL 3.02 TOPSOIL 3.15 MAINTENANCE A. THE REQUIREMENTS OF DIVISION I APPLY TO ALL WORK HEREUNDER 1.05 PLASTIC LAMINATE BE NEEDED. ALLOW SUFFICIENT TIME IN THE SCHEDULE FOR ARCHITECT REVIEW AND POSSIBLE A. TOPSOIL IS DEFINED AS A FRIABLE CLAY LOAM SURFACE SOIL FOUND IN A DEPTH OF NOT LESS THAN 4 APROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AND REESTABLISH GRADES IN RESUBMITTALS IF REQUIRED. INCHES. SATISFACTORY TOPSOIL IS REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES, AND OTHER SETTLED, ERODED, AND RUTTED AREAS TO SPECIFIED TOLERANCES. 1.01 SCOPE A. I/16" THICK MATERIAL ON HORIZONTAL SURFACES AND 1/32" ON VERTICAL SURFACES. 1.03 SHOP DRAWINGS OBJECTS OVER 2 INCHES IN DIAMETER, AND WITHOUT WEEDS, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. B. WHERE SETTING IS MEASURABLE OR OBSERVABLE AT EXCAVATED AREAS DURING GENERAL PROJECT A. THE WORK COVERED BY THIS SECTION SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, ETC., (GENERAL NOTE: ALL EXTERIOR CORNERS OF COUNTER TOPS TO HAVE A RADIUS OF I I/2"). A. DRAWINGS SHALL BE PRESENTED IN A CLEAR AND THOROUGH MANNER B. STRIP TOPSOIL TO WHATEVER DEPTHS ENCOUNTERED IN A MANNER TO PREVENT INTERMINGLING WITH WARRANTY PERIOD, REMOVE SURFACE (PAVEMENT, LAWN, OR OTHER FINISH), ADD BACKFILL MATERIAL, NECESSARY FOR THE INSTALLATION OF EXTERIOR BRICK PAVERS. PART 2 PRODUCTS I. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NUMBERS UNDERLYING SUBSOIL. REMOVE HEAVY GROWTHS FROM AREA BEFORE STRIPPING. STOCKPILE TOPSOIL COMPACT, AND REPLACE SURFACE TREATMENT. RESTORE APPEARANCE, QUALITY AND CONDITION OF 2,01 HARDWARE SHOWN ON CONTRACT DRAWINGS. FOR REUSE IN FINAL GRADING: SURFACE OR FINISH TO MATCH ADJACENT WORK, AND ELIMINATE EVIDENCE OF RESTORATION TO 1.03 GENERAL A. HINGES: "GRASS 120 DEGREE SNAP -ON 3,000 SERIES" FULL OVERLAY SELF CLOSING 2. SHEET SHALL BE LABELED WITH CORRECT JOB NAME, LOCATION, ARCHITECT'S PROJECT NUMBER, AND GREATEST EXTENT POSSIBLE. A. THE DRAWINGS SHOW LOCATIONS, SIZE, SHAPE AND PATTERN OF BRICK PAVERS. PAVERS TO BE B. PULLS : 3" BRUSHED ALUMINUM FINISH BY STANLEY OR EQUAL FINAL SELECTION TBD SUBCONTRACTOR'S COMPANY NAME, ADDRESS, PHONE NUMBER AND NAME OF RESPONSIBLE END 0= SECTION 02200 1/2" X 4" X 8" NOMINAL. C. DRAWER GLIDES: SEE SPECIFICATION ABOVE REPRESENTATIVE OF COMPANY. B. THE CONTRACTOR SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS FOR REVIEW, SHOWING THE SIZE, D. LOCK : NATIONAL LOCK'C8123-26D (DOOR), "-8138-16D (DRAWER). 3. DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AN[) ADJACENT COMPONENTS STYLE AND SHAPE OF THE PAVERS. E. KEYBOARD DRAWER ACCURIDE CBERGO - TRAY 200 KEYBOARD SYSTEM BY ACCURIDE OF THE WORK C. PAVERS SHALL BE INSTALLED ON A CONCRETE SLAB, WITH THIN -SET MORTARIACRYLIC MORTAR ADMIX. D. GROUT ALL JOINTS. PART 3 INSTALLATION 3.01 INSTALLATION _ END OF SECTION 04225 A. PROVIDE WOOD BACK BLOCKING AT PROPER LOCATIONS IN PARTITIONS FOR CASEWORK ATTACHMENT. END OF SECTION 06410 REVISIONS BY ' � 00 �-� v M t M N =-3� 2 LZ ' ,I ro c _0 ~ E a! c'f` ti U ~ y N w oN cv; co - _ a ./ N r- • � O U I�r 00 V N 5 L I lli > E " rn - o °0 3 v ti 3 i T . 3 ti 3 "-� c = ti o "--. r_ a � a. - 2 N c' 11 11 .. U 11 0 1 %_ 1 � . (_, t- -- . ,_° , ,:.1.; .i '� Pam.. < - .. JJ m '` 1 1 .Q 11 .L& # 1 .r _' N - . _ __ ' I--i r O ____1..--� •7 V' y o E L k v y V, ] - CL u C U Z O 0) O J 0:� cV � - U 4n C M :3 O IM m J >. O Q (n -a G U :3`' _ - O O U O 0 L� _ LLJ "L_ O U v > - V) CL N :mQ O >1 p m t a N C N Z Q 0 J LLJ L_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet N1 H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\N123 - SPECS.dwg, 2/8/2018 4:26:24 PM, JSimon, Xerox 6604 PS.pc3 I I I I I It 11 I t - I. I DIVISION I T�-ERMAL AND MOISTURE DIVISION T RM,4� AND MOISTURE DIVISION -1 T�ERMAL ANDMOISTURE DIVISION -1 THMMAL AND MOISTURE DIVISION S DOORS AND WINDOWS (CONT) CTION CTION XONT) CTION (CONT) PROTECTION (CONT) SECTION 01210 BUILDING INSULATION SECTION 01320 ONE PIECE MISSION "S" CLAY ROOFINCs TILE SECTION 01525 MODIFIED BITUMINOUS SHEET ROOFING* 3.06 CLEANING 2, INSTALLER QUALIFICATION DATA: SUBMIT INSTALLER QUALIFICATION DATA, A. REMOVE BITUMINOUS MARKINGS FROM FINISHED SURFACES. IN AREAS WHERE FINISHED SURFACES ARE G. CLOSE-OUT SUBMITTALS: PART I GENERAL PART 1 GENERAL. PART I GENERAL SOILED BY ASPHALT OR ANY OTHER SOURCE OF SOILING CAUSED BY WORK OF THIS SECTION, CONSULT I. WARRANTY: SUBMIT EXECUTED WARRANTY DOCUMENTS SPECIFIED HEREIN, ENDORSED BY MANUFACTURER OF SURFACES FOR CLEANING ADVICE AND CONFORM TO THOSE INSTRUCTIONS. YKK AP AUTHORIZED OFFICIAL AND INSTALLER I.01 GENERAL 1.01 SECTION INCLUDES 1.01 SECTION INCLUDES 2. PROJECT RECORD DOCUMENTS: SUBMIT PROJECT RECORD DOCUMENTS, INCLUDING A. COAT INSULATION EXPOSED TO VIEW IN FINISH WORK WITH CEMENTITIOUS COATING, INSTALL COATING STRICTLY A. FORMED CLAY ROOFING TILES, COMPLETE WITH COMPONENTS AND OTHER REQUIRED ACCESSORIES AS A. COMPOSITE ROOFING AND FLASHING 3.01 MAINTENANCE OPERATION AND MAINTENANCE DATA FOR INSTALLED MATERIALS IN ACCORDANCE WITH IN ACCORDANCE WITH COATING MANUFACTURER'S INSTRUCTION. APPLY COATING APPROXIMATELY 3/16" NEEDED FOR A COMPLETE AND PROPER INSTALLATION. B. DRAINAGE A. UPON COMPLETION OF THE ROOFING SYSTEM, PROVISIONS SHOULD BE MADE FOR A SEMI -YEARLY DIVISION I PROJECT CLOSE-OUT (PROJECT RECORD DOCUMENTS) SECTION. THICK. TEXTURE SURFACE WITH A PAINT ROLLER, B. UNDERLAYMENT, EAVE, VALLEY, RAKE, AND RIDGE PROTECTIONt NAILERS, SHEET METAL FLASHING$ C. VENTING INSPECTION AND MAINTENANCE PROGRAM, AND TILE FASTENING. 1.04 QUALITY ASSURANCE 1.02 GENERAL BUILDING INSULATION 1.02 RELATED SECTIONS END OF SECTION 01525 A. QUALIFICATIONS: A. BLANKET INSULATION BE UNPAGED, MINERAL FIBER WITH THERMOSETTING RESINS, TYPE I. MINERAL FIBER 1.02 REFERENCES A. SECTION 0120: SHEET METAL FLASHING AND TRIM -WEATHER PROTECTION TO BASE FLASHING$. 1. INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED (AS DETERMINED BY CONTRACTOR) TO PERFORM SHALL BE MANUFACTURED FROM GLASS. R A. ICBO REPORT NO. 3523 - CLAY ROOFING TILES. B. SECTION 01124: ROOF HATCHES. WORK OF THIS SECTION WHO HAS SPECIALIZED IN THE INSTALLATION OF WORK SIMILAR TO THAT REQUIRED FOR B. ASTM STANDARD SPECIFICATIONS THIS PROJECT. IF REQUESTED BY OWNER, SUBMIT REFERENCE LIST OF COMPLETED PROJECTS, B. APPLY INSULATION UNITS COMPLYING WITH MANUFACTURER'S RECOMMENDATIONS. INSTALL BLANKET INSULATION IN STUD WALLS. BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE I. CI44 - AGGREGATE FOR MASONRY MORTAR. 2. C150 - PORTLAND CEMENT. 1.03 REFERENCES DIVISION S DOORS AND WINDOWS AND MANUFACTURER QUALIFICATIONS: MANUFACTURER CAPABLE OF PROVfDING FIELD SERVICE REPRESENTATION DURING CONSTRUCTION PROCESS. TO PROVIDE PERMANENT PLACEMENT. 3.0226 - ASPHALT -SATURATED ORGANIC FELT USED IN ROOFING AND WATERPROOFING. A. FOUR PREMIUM PLY, HOT ASPHALT APPLIED COMPOSITE MEMBRANE SYSTEM WITH MODIFIED BITUMEN 4. D1002 - SILICONE SEALANT. MINERAL SURFACED CAP SHEET FINISH. 1.05 PRODUCT CONDITIONS / SITE CONDITIONS 103 LOOSE INSULATION D2626 - ASPHALT -SATURATED AND COATED ORGANIC FELT BASE USED IN ROOFING. SECTION 08III STANDARD STEEL DOORS AND FRAMES VERIFY ACTUAL PENINGS FIELD MENTS BEFORE A. SAME AS GENERAL BUILDING INSULATION. FILL CRACKS AND VOIDS AROUND FRAMES AND BLOCKING AND (o b.p2822 -ASPHALT ROOF CEMENT. 1.04 SUBMITTALS FABRI A7ONNtt SHOW RECORDED MEASUREMENTS ON SHOP DREMENTS: RAWINGS.BY GOORDINATE FIIELD MEASUREMENTS, OTHER VOIDS IN EXTERIOR WALL AND VOIDS AROUND CANTS, CURBS, AND BLOCKING IN AND ABOUT THE A SUBMIT PRODUCT DATA FOR GLASS FIBER BASE SHEET, GLASS FIBER PLY SHEET, MODIFIED BITUMEN FABRICATION SCHEDULE WITH GCNSTRUCTION PROGRESS TO AVOID CONSTRUCTION DELAYS. ROOF WITH LOOSE INSULATION. WEDGE IN PLACE CORNERS AND INTERSECTIONS BEFORE SHEETING 1.03 SUBMITTALS SHEET MEMBRANE AND BASE FLASHING MATERIALS UNDER PROVISIONS OF SECTION (01300.X1340,) 1.06 WARRANTY OF EXTERIOR, COMPLETELY FILLING VOIDS. . ASUBMIT UNDER PROVISIONS OF SECTION 01300 .. B. SUBMIT MANUFACTURER'S INSTALLATION UNDER PROVISIONS OF SECTION 101300.X01340J SHOWING DETAILS ON HIP, RIDGE, VALLEY AND RAKE B.SHOP DRAWINGS: SUBMIT SHOP DRAWINGSC. SUBMIT GAF MATERIALS CORPORATION'S CERTIFICATION UNDER PROVISIONS OF SECTION (01400.) 1.01 GENERAL A PROJECT WARRANTY: REFER TO "CONDITIONS OF THE CONTRACT" FOR PROJECT CONFIGURATIONS, METHODS OF FASTENING, AND COLLABORATED DETAILS OF RELATED WORK. A. PROVIDE DOORS AND FRAMES COMPLYING WITH STEEL DOOR INSTITUTE "RECOMMENDED SPECIFICATIONS WARRANTY PROVISIONS. 1.04 SOUND ATTENUATING INSULATION C.PRODUGT DATA: SUBMIT MANUFACTURER'S DATA ON TILE PROPERTIES, CONFIGURATIONS AND (01405) THAT MATERIALS MEET OR EXCEED SPECIFICATION REQUIREMENTS. STANDARD STEEL DOORS AND FRAMES" ANSI/SDI-100. B. MANUFACTURER'S WARRANTY: SUBMIT, FOR OWNER'S ACCEPTANCE, MANUFACTURER'S STANDARD WARRANTY A SOUND INSULATION SHALL BE INSTALLED IN STUD WALLS AND CEILINGS WHERE INDICATED ON COLORS, B, MANUFACTURER 70 BE A MEMBER OF THE STEEL DOOR INSTITUTE, IE: CECO BUILDING PRODUCTS, REPUBLIC DOCUMENT EXECUTED BY AUTHORIZED COMPANY OFFICIAL. MANUFACTURER'S WARRANTY IS IN ADDITION TO, THE DRAWINGS. FIT INSULATION TIGHTLY BETWEEN STUD MEMBERS. D.SAMPLES: SUBMIT TWO TILE SAMPLES ILLUSTRATING COLOR, SURFACE FINISH AND TEXTURE, AND TILE 1.05 QUALITY ASSURANCE BUILDERS PRODUCTS OR STEEL CRAFT. AND NOT A LIMITATION OF, OTHER RIGHTS OWNER MAY HAVE UNDER THE CONTRACT DOCUMENTS. CONFIGURATION FOR ARCHITECT'S APPROVAL. A. APPLICATOR: COMPANY WELL EXPERIENCED IN BUILT UP AND MODIFIED BITUMEN ROOFING MEMBRANE C. SUPPLIER TO A STOCKING DISTRIBUTOR FOR ONE OF THE LISTED MANUFACTURERS WITH LESS THAN 1. BENEFICIARY: ISSUE WARRANTY IN THE LEGAL NAME OF THE PROJECT OWNER. 1.05 TAPERED ROOF INSULATION APPLICATION APPROVED BY THE GAP CORPORATION. F FIVE YEARS DISTRIBUTION FOR SAME MANUFACTURER. SUPPLIER TO HAVE A UL OR WAR NOCK 2 WARRANTY PERIOD: MANUFACTURER'S STANDARD WARRANTY COMMENCING ON DATE OF SUBSTANTIAL A. PROVIDE AND INSTALL TAPERED ROOF INSULATION SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S 1.04 QUALITY ASSURANCE FIED FABRICATION SHOP. HERSEY" CERTIFIED COMPLETION. SPECIFICATIONS, MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED IN THE WORK A.USE ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROUGHLY SKILLED AND EXPERIENCED 1.06 REGULATORY REQUIREMENT$ INCLUDE, BUT ARE NOT LIMITED T0, THE FOLLOWING IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED A. THE INSTALLATION OF THIS ROOF SYSTEM MUST BE IN COMPLIANCE WITH THE LOCAL CODE. PART 2 PRODUCTS I. CELOTEX CORPORATION, TAMPA, FL.(813) 813-4113 REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THE B. UNDERWRITERS LABORATORIES, INC. IOU: CLASS A FIRE HAZARD CLASSIFICATION. 1.02 DOORS IT IS THE INTENT OF THIS SPECIFICATION TO HAVE A SINGLE SOURCE RESPONSIBILITY FOR THE SUPPLY OF THE SECTION, C. FACTORY MUTUAL RESEARCH CORPORATION (FMRG): ROOF ASSEMBLY CLASSIFICATION, FMRC APPROVAL A. EXTERIOR DOORS TO BE GRADE I1, MINIMUM IS GA. A60 GALVANNEALED FACE SHEET WITH 16 GA. STEEL ALUMINUM DOORS AND FRAMING SYSTEMS ON THIS PROJECT. ANY DEVIATION FROM THE ACCEPTABLE 106 RELATED WORK STANDARD 4410, CLASS I, AND CLASS(-90 A APPROVALS. HINGE CHANNEL, FLUSH TOP CHANNEL AND INVERTED BOTTOM CHANNEL, CORE TO BE HONEYCOMB OR MANUFACTURERS LISTED BELOW MUST BE APPROVED IN WRITING BY THE ARCHITECT AT LEAST TEN (10) DAYS 1.05 DELIVERY, STORAGE, AND HANDLING POLYSTYRENE, DOOR TO HAVE FACTORY APPLIED PRIMED INVERTED TOP, CHANNEL WITH SHOP APPLIED PRIOR TO BID DATE. A. SPECIFIED ELSEWHERE, INCLUDES, BUT NOT LIMITED TO, FURNISHING AND INSTALLING SUCH ITEMS AS ROOF A.ALL MATERIAL SHALL BE HANDLED AND STORED IN A MANNER WHICH WILL PREVENT ITS DAMAGE. CAP IS NOT ACCEPTABLE. MEMBRANE SYSTEM, NAILERS, MECHANICAL FASTENERS, FLASHING, ETC. B.MATERIALS SHALL BE STORED_ IN ORIGINAL PALLETS AND SHALL BE CLEARLY MARKED WITH THE 1.01 REFERENCES B. INTERIOR DOORS GRADE II, MINIMUM 20 GAGE COLD ROLLED STEEL FACE SHEET WITH 16 GAGE 2.01 MANUFACTURERS (ACCEPTABLE MANUFACTURERS/PRODUGTS) MANUFACTURER'S NAME. A. ASTM D41: ASPHALT PRIMER USED IN ROOFING, DAMPPROFING, AND WATERPROOFING. STEEL HINGE CHANNEL. . GORE TO BE HONEYCOMB OR POLYSTYRENE. A. ACCEPTABLE MANUFACTURERS: YKK AP AMERICA INC. PART 2 PRODUCTS B. ASTM D312: ASPHALT USED IN ROOFING. 1680 THE BLUFFS, SUITE 100 PART 2 PRODUCTS C. ASTM D2118: ASPHALT FELT USED IN ROOFING AND WATERPROOFING. AUSTELL, GA 301(68 2.01 MATERIAL DESCRIPTION D. ASTM D4891: ASPHALT COATED GLASS -FIBER VENTING BASE SHEET USED IN ROOFING, 1.03 FRAMES A EXTERIOR DOOR FRAME TO CONFORM 70 SDI/ANSI A250,8-1998. FABRICATED OF 16 GA. A60 GALYANNEALED TELEPHONE: (618) 838-6000t FAX: (618) 838-6001 A. AT CMU WALLS 2.01 CLAY ROOFING TILE E. ASTM D6164-91: STYRENE BUTADIENE STYRENE (555) MODIFIED BITUMINOUS SHEET USING STEEL. CORNERS TO BE FACE WELDED AND GROUND SMOOTH. PAINT AREA WITH A RUST INHIBITING PRIMER 1. IMPACT RESISTANT HEAVY DUTY SWING DOORS: YKK AP MODEL 35H IMPACT RESISTANT HEAVY 1. INSTALL OWENS CORNING PINK FOAMULAR RIDGED FOAM INSULATION I" THICK - R-5 A. WHERE INDICATED ON THE DRAWINGS, PROVIDE ONE-PIECE MISSION 'S" CLAY ROOFING TILE AS POLYESTER REINFORCEMENTS. ANCHORS TO BE CONGEALED. DUTY SWING DOORS. B. AT WALL CAVITIES MANUFACTURED BY US TILE GO., c309 RAILROAD ST, CORONA, CA 92882 (800) 252-e548, IN COLOR F. GAF MATERIALS CORPORATION RUBERROIDEDMODIFIEP BITUMEN ROOFING APPLICATION AND B. INTERIOR POOR FRAME TO CONFORM TO SDUANSI A250.8-1998. FABRICATED OF 16 GA. GOLD ROLLED A. DESCRIPTION: 4-II/16" (119.1 MM) DOOR STILE, 2-3/8 THICK 1, 4 WALLS: INSTALL OWENS CORNING KRAFT FACED R-11 INSULATION CHOCOLATE WITH MATCHING HIP, RIDGE, RAKES, BOOSTERS AND BIRDSTOPS. SPECIFICATION MANUAL. STEEL. CORNERS TO BE FAGS WELDED AND GROUND SMOOTH. PAINT AREA WITH A RUST INHIBITING PRIMER 2. CORNER CONSTRUCTION: FABRICATE DOOR CORNERS JOINED BY CONCEALED 2. 6" WALLS : INSTALL OWENS CORNING KRAFT FACED R-19 INSULATION _ ANCHORS TO BE CONGEALED. PREP FRAME FOR THREE SILENCERS. REINFORCEMENT SECURED WITH SCREWS AND SIGMA C. AT CEILINGS 2.02 OTHER MATERIALS 1.08 DELIVERY, STORAGE AND HANDLING DEEP PENETRATION WELDING. I. INSTALL OWENS COMING KRAFT FACED R-19 OR R-30 INSULATION AS SPECIFIED IN DRAWINGS A. UNDERLAYMENT: A. DELIVER PRODUCTS TO SITE UNDER PROVISIONS OF SECTION (01600101610.) 1.04 HARDWARE 3. GLAZING: MANUFACTURER'S STANDARD GLAZING STOPS WITH EPDM GLAZING GASKETS TO PREVENT WATER D. AT SOUND PARTITIONS L UNDERLAYMENT SHALL CONFORM TO ONE OF THE FOLLOWING: B. STORE MATERIALS IN WEATHER PROTECTED ENVIRONMENT, CLEAR OF GROUND AND MOISTURE, IN ACCORDANCE INFILTRATION AT THE EXTERIOR AND DOW CORNING 995 STRUCTURAL SILICONE SEALANT WITH FIXED STOPS AT 1. INSTALL OWENS CORNING QUIET ZONE NOISE CONTROL BATTS a. ROLL UNDERLAYMENT: ASTM D226 NON -PERFORATED. WITH MANUFACTURER'$ INSTRUCTIONS. MAINTAIN MEMBRANES ABOVE 50°F PRIOR TO THEIR INSTALLATION. A. PREPARE DOOR AND FRAME TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND THE INTERIOR b.ROLL UNDERLAYMENT FOR AREAS OF FREQUENT ICE BUILD UP OR HIGH WIND AREAS: ASTM D2626. TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER 4. WEATHER-STRIPPING: MANUFACTURER'S STANDARD ELASTOMER TYPE IN REPLACEABLE RABBETS PART 3 EXECUTIONS B. NAILERS: I. WHERE INDICATED ON THE DRAWINGS OR WHERE REQUIRED FOR PROPER FASTENING, PROVIDE: 1.09 ENVIRONMENTAL REQUIREMENTS 1.05 FIRE RATING FOR STILES AND RAILS. a. 2 INCH BY 6 INCH WOOD NAILING STRIPS AT ALL HIPS AND RIDGES. A. DO NOT APPLY ROOFING MEMBRANE DURING INCLEMENT WEATHER A. ALL DOOR AND FRAMES TO BE FIRE LABELED SHALL HAVE APPROPRIATE LABELS TO MEET NFPA AND 5. HARDWARE: 3.01 INSULATION APPLICATION b.2 INCH BY 4 INCH WOOD NAILING STRIPS UNDER FIRST ROW OF COVER TILE AFTER GABLE ROLL, WITH B. DO NOT APPLY ROOFING MEMBRANE TO DAMP OR FROZEN DECK SURFACES, LOCAL BUILDING CODES. IT SHALL BE THE RESPONSIBILITY OF THE DISTRIBUTOR TO VERIFY ALL (1-1/2 TO 2) PAIR OF GRADE 1 MORTISE BUTT HINGES PER LEAF, BALL BEARING 4 FINISH. A. INSTALL THE FLAT AND TAPERED INSULATION LOOSELY OVER THE SUBSTRATE IN STRICT ACCORDANCE ADJACENT 2 INCH BY 2 INCH WOOD NAILING STRIP ALONG RAKE SIDES. C. DO NOT EXPOSE MATERIALS VULNERABLE TO WATER OR SUN DAMAGE IN QUANTITIES GREATER THAN MODIFICATIONS WILL MEET THE NFPA AND LOCAL BUILDING CODES. (1) ADAMS RITE M5I850 THREE POINT HOOKBOLT LOCK ON ACTIVE LEAF OR SINGLE DOOR (U /2" X 4" BRASS U626D WITH THE MANUFACTURER'S SPECIFICATIONS. C. FLASHING: CAN BE WEATHERPROOFED DURING THE SAME DAY. ADAMS RITE TWO POINT LOCK ON INACTIVE LEAF. B. START THE BOARDS FROM THE ROOF DRAINS AND WORK TOWARD THE HIGH POINT. INSTALL TAPERED 1. VALLEY FLASHING: MINIMUM 26 GAUGE CORROSION -RESISTANT METAL. D. AL LOWER AIR TEMPERATURES, TO ASSURE SOUND ADHESION, CARE MUST BE EXERCISED TO PROVIDE (2) H-4202 KEYED CYLINDERS (H-4204 THUMBTURN ON INSIDE OPTIONAL). TYPE "A" STANDARD YKK AP BOARDS ACCORDING TO LETTERS STENCILED ON THE BOARD. DIRECTION IS ALSO STENCILED ON ALL 2. OTHER: LEAD, COPPER OR OTHER APPROVED MATERIAL. ASPHALT, AT THE POINT OF APPLICATION, AT THE ASPHALTSEQUIvISCOUS TEMPERATURE (EVT) PLUS 20°F END OF SECTION 08111 PUSH/PULL (TYPE "C" P DIAMETER TUBULAR PU5H/PULL IS OPTIONAL), LCN 4040 SURFACE MOUNTED BOARDS. STAGGER JOINTS OF UNDERLAYMENT BOARDS FROM TAPER BOARDS, D. FASTENERS: 1, NAILS: CORROSION -RESISTANT BOX NAILS, MINIMUM 11 GAUGE. _ OR AT 400°F, WHICHEVER IS HIGHER. SEE "MEMBRANE APPLICATION" IN PART 3. SECTION 08211 FLUSH MOOD DOORS CLOSER (HOLD OPEN OPTIONAL). (1) E9-0502 MILL FINISH ALUMINUM THRESHOLD WITH E9-0503 ADAPTER AND E2-0051 ELASTOMER 2, OTHER: OTHER APPROVED FASTENING SYSTEMS. WEATHER-STRIP, COUNTER FLASHED USING E9-0616 EXTRUDED ALUMINUM FLASHING. THRESHOLD AND END OF SECTION 0-7210 E. MORTAR MATERIALS, PLASTIC CEMENT AND SEALANT: 1.10 PRE -INSTALLATION CONFERENCE PART I GENT=RAL FLASHING ARE WEPT TO THE EXTERIOR. 1. SAND: ASTM C144 A. CONVENE A PRE -INSTALLATION CONFERENCE TWO WEEKS PRIOR TO COMMENCING WORK OF THIS SECTION SECTION 01240 EXTERIOR INSULATION AND FINISH SYSTEM (EiFS) 2. PORTLAND CEMENT: ASTM C1505 TYPE I, B. ATTENDEES SHOULD INCLUDE ARCHITECT, SPECIFIER, BUILDING OWNER CONTRACTOR, ROOFING 101 GENERAL 1.. MATERIALS 3. PLASTIC CEMENT: ASTM D2822. SUB -CONTRACTOR, AND ROOFING MATERIALS SUPPLIER THE CONFERENCE IS TO CONFIRM THE SCOPE A. DO NOT DELIVER DOORS OR INSTALL UNTIL CONDITIONS FOR TEMPERATURE AND RELATIVE HUMIDITY HAVE A. EXTRUSIONS: ASTM B 221(ASTM B 211M), 6063-T5 ALUMINUM ALLOY. B. ALUMINUM SHEET: PART I GENERAL 4. SILICONE SEALANT: ASTM DI002, OF WORK TO BE DONE AND THE RESPONSIBILITIES OF THE VARIOUS ATTENDEES. BEEN STABILIZED AND WILL BE MAINTAINED IN STORAGE AND INSTALLATION AREAS DURING REMAINDER OF 1, ANODIZED FINISH: ASTM B 209 (ASTM B 209M), 5005-HI4 ALUMINUM ALLOY, 0.050 (121 MM) MINIMUM THICKNESS. 1.01 SUMMARY A. MATERIALS AND INSTALLATION OF GLASS PB EIFS SYSTEM. PART 3 EXECUTION 1.11 WARRANTY CONSTRUCTION PERIOD. 2. PAINTED FINISH: ASTM B 209 (ASTM 5 209M), 3003-HI4 ALUMINUM ALLOY, 0.080 (1.95 MM) MINIMUM THICKNESS. A. SPECIAL WARRANTY FOR COVERAGE TO BUILDING RESULTING FROM FAILURE TO RESIST PENETRATION 1.02 INTERIOR FLUSH WOOD SOLID GORE DOORS 2.03 ACCESSORIES 122 DELIVERY, STORAGE AND HANDLING 3.01 EXAMINATION AND PREPARATION OF WATER: TWENTY (20) YEARS. NO DOLLAR LIMIT. A. PROVIDE DOORS 1 3/4", 5 OR 1 PLY, PARTICLE BOARD CORE, CONFORMING TO AWI SECTION 1300 AMANIUFACTURER'S STANDARD ACCESSORIES: A DELIVER ALL EIFS MATERIALS IN THEIR ORIGINAL SEALED CONTAINERS BEARING MANUFACTURER'S NAME A. VERIFY THAT DECK SURFACES ARE CLEAN, DRY, FREE OF RIDGES, WARP OR VOIDS. FACE VENEER SHALL BE PREMIUM GRADE, STAIN GRADE BIRCH. EDGE STRIPS SHALL BE HARDWOOD. 1, FASTENERS: ZING PLATED STEEL CONCEALED FASTENERSt HARDENED ALUMINUM ALLOYS OR AND IDENTIFICATION OF PRODUCT. B. VERIFY ROOF OPENINGS ARE CORRECTLY FRAMED PRIOR TO INSTALLING WORK OF THIS SECTION, DO PART 2 PRODUCTS STILE EDGE SHALL NOT BE LESS THAN 2 THICK EDGE BEFORE TRIMMING AND SHALL SPECIES AISI 300 SERIES LESS STEEL EXPOSED B. PROTECT COATINGS (PAIL PRODUCTS) FROM FREEZING AND TEMPERATURES IN EXCESS OF 90° F (32, C). NOT PROCEED UNTIL ALL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. COMPATIBLE WITH FACE VENEER TOP AND BSS THAN I I/8" 5OTTOM AND BOTTOM EDGE SHALL NOT BE LES FASTENERS, COUNTERSUNK, FINISH TO MATCH ALUMINUM COLOR. STORE AWAY FROM DIRECT SUNLIGHT. 2.01 ACCEPTABLE MANUFACTURER'S BEFORE TRIMMING. 1. PERIMETER SEALANT: NON -SKINNING TYPE, AAMA 8033. C. PROTECT PORTLAND CEMENT BASED MATERIALS (BAG PRODUCTS) FROM MOISTURE AND HUMIDITY. STORE 3.02 INSTALLATION - A. GAF MATERIALS CORPORATION, 1361 ALPS ROAD WAYNE, NJ. 01410 3. GLAZING: SETTING BLOCKS, EDGE BLOCKS, AND SPACERS IN ACCORDANCE WITH ASTM C UNDER COVER OFF GROUND IN A DRY LOCATION. A. UNDERLAYMENT: 1. FOR ROOF SLOPES OF 3:12 TO (t4:12, TWO (2) LAYERS OF ASTM D226 TYPE II (NO.30 FELT) ARE REQUIRED I. COMPOSITE ROOF SPECIFICATION N-3-I-MGPFR 1.03 INTERIOR FIRE RATED WOOD DOORS 864, SHORE pUROMETER HARDNESS AS RECOMMENDED BY MANUFACTURER, GLAZING GASKETS PER IBC AND IRC. B. JOHNSMANVILLE, DENVER, CO. SPECIFICATION AGED WITH DYNAKAP FR A. 20 MINUTE - PROVIDE DOORS 1 3/4 ,� 5 OR 1 PLY, PARTICLE BOARD CORE, CONFORMING TO AWI IN ACCORDANCE WITH ASTM C 864. 1.03 SUBMITTALS G. SUBMITTALS FOR OTHER SOURCES MUST BE MADE 21 DAYS PRIOR TO THE FINAL SUBMITTAL DATE. , SECTION 1300, FACE VENEER SHALL BE PREMIUM GRADE, STAIN GRADE RED OAK EDGE STRIPS SHALL BE 4. GLAZING ADHESIVE: DOW CORNING® 995 STRUCTURAL SILICONE SEALANT A. MANUFACTURER'S SPECIFICATIONS, DETAILS, INSTALLATION INSTRUCTIONS AND PRODUCT DATA, 2. FOR PITCHES OF 4/12 AND GREATER: MINIMUM ONE LAYER ASTM D226 TYPE 11 (NO30 FELT) (ASTM HARDWOOD, STILE EDGE SHALL NOT BE LESS THAN 2 3/8" THICK EDGE BEFORE TRIMMING AND SHALL BE 224 FABRICATION B. APPLICATOR'$ CERTIFICATE OF INSTRUCTION. D4869 TYPE IV) HEAD LAPPED 2 INCHES AND END LAPPED 6 INCHES, OR APPROVED EQUAL PER 2.02 SHEET MATERIALS SPECIES COMPATIBLE WITH FACE VENEER TOP AND BOTTOM AND BOTTOM EDGE SHALL NOT BE LESS A. SHOP ASSEMBLY: FABRICATE AND ASSEMBLE UNITS WITH JOINTS ONLY AT INTERSECTION C. SAMPLES OF ALL PROFILES AND TEXTURES FOR APPROVAL BY ARCHITECT. UBC. A. GLASS FIBER BASE SHEET: ASTM 04891, TYPE II, UL TYPE G2 BUR, GAFGLAS STRATAVENT NAILABLE. THAN 11/8" BEFORE TRIMMING. APPROPRIATE FIRE DOOR LABEL TO BE ATTACHED. OF ALUMINUM MEMBERS WITH UNIFORM HAIRLINE JOINTSt RIGIDLY SECURE, AND SEALED IN D. MANUFACTURER'S CODE REPORT. E. MANUFACTURER'S STANDARD WARRANTY. B. FLASHING: 1. FLASH AT VALLEYS IN STRICT ACCORDANCE WITH CHAPTER 15 OF THE UNIFORM BUILDING CODE: B. GLA55 FIBER BASE SHEET: ASTM D2118, TYPE A UL TYPE GI BUR, GAFGLAS FLEXPLY (b. C. MEMBRANE: RUBER9ID MOP FIR MOP APPLIED. WHITE COLORED MINERAL GRANULE SURFACE. B. 45 THRU 9O MINUTE - PROVIDE DOORS 1 3/4", 5 OR 1 PLY, NONCOMBUSTIBLE, NON -ASBESTOS MINERAL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. F. A LIST OF MINIMUM THEEEO) JOB REFERENCES. a. PROVIDE NO LIGHTER THAN 26 GAUGE CORROSION RESISTANT METAL VALLEY FLASHING THAT CORE, ENGINEERED 70 MEET LABELING REQUIREMENTS. CONFORMING TO NFPA 80 AND AWI SECTION 1300 I, HARDWARE: DRILL AND CUT TO TEMPLATE FOR HARDWARE. REINFORCE FRAMES AND G. MANUFACTURER'S CERTIFICATION OF COMPLIANCE WITH EIMA STANDARDS. EXTENDS A7 LEAST 11 INCHES EACH WAY FROM THE CENTER POINT, 2.03 BITUMINOUS MATERIALS FACE VENEER SHALL BE PREMIUM GRADE, STAIN GRADE RED OAK EDGE STRIPS SHALL BE 1 1/2" WITH 5/8" DOOR STILES TO RECEIVE HARDWARE IN ACCORDANCE WITH MANUFACTURER'S H. En BOARD MANUFACTURERS CERTIFICATE WITH THE CURRENT EDITION OF EIMA GUIDELINE SPECIFICATIONS b.PROVIDE A SPLASH DIVERTER RIB NOT LESS THAN I INCH HIGH AT FLOW LINE FORMED AS A PART OF ".". ASPHALT SHOULD BE SUPPLIED SHOWING EQUIVISCOUS TEMPERATURE (EVT) AND FLASH POINT TEMPERATURE.-" MATCHING HARDWOOD EDGE AND 1/8 COMPOSITE BACKING. APPROPRIATE FIRE DOOR LABEL TO BE ATTACHED. RECOMMENDATIONS. FOR EXPANDED POLYSTYRENE (EPS) INSULATION BOARD. FLASHING. TYPE III A ASPHALT BITUMEN: ASTM D312 . 2. WELDING: CONCEAL WELDS ON ALUMINUM MEMBERS IN ACCORDANCE WITH AWS RECOMMENDATIONS I, SEALANT MANUFACTURER'S CERTIFICATE OF COMPLIANCE WITH EIMA STANDARD 300.01. c. PROVIDE END LAPS OF NOT LESS THAN 6 INCHES. d.LONGITUDINAL EDGES SHALL BE TURNED IN NOT LESS THAN 30 DEGREES, AND SHALL BE NOT LESS , B. ASPHALT PRIMER: ASTM D41, GAF MATERIALS CORPORATION ASPHALT/ CONCRETE PRIMER 1.04 HARDWARE A. PREPARE DOOR TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND OR METHODS RECOMMENDED BY MANUFACTURER MEMBERS SHOWING WELDING BLOOM OR DISCOLORATION ON FINISH OR MATERIAL DISTORTION WILL BE REJECTED. J. PREPARE AND SUBMIT PROJECT -SPECIFIC DETAILS (WHEN REQUIRED BY CONTRACT DOCUMENTS). THAN 1/2 INCH IN HEIGHT TO PREVENT WATER OVERFLOW. C. ASBESTOS -FREE CEMENT: ASTM D 4586 TYPE I, RUBERR DID MODIFIED BITUMEN FLASHING CEMENT. TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER 1.04 WARRANTY e. FOR ROOF SLOPES OF 3/12 AND OVER, THE METAL VALLEY FLASHING SHALL HAVE A 36 INCH WIDE MINIMUM TYPE 15 FELT 2.04 FLEXIBLE FLASHING B. PREPARATION OF FIRE DOOR$ TO BE DONE AT THE FACTORY OR AN APPROVED "UL" OR 205 FINISHES AND COLORS A. ANODIZED FINISH: YKK AP AMERICA ANODIZED PLUS® FINISH: UNDERLAYMENT DIRECTLY UNDER IT CONSISTING OF A OF ONE LAYER OF HERSEY" SHOP. A. PROVIDE MANUFACTURER'S STANDARD SEVEN YEAR LABOR AND MATERIAL WARRANTY. RUNNING THE FULL LENGTH OF THE VALLEY, IN ADDITION TO OTHER SPECIFIED UNDERLAYMENT. A. MODIFIED BITUMEN SHEET FLASHING: RUBERROID MOP FR."WARNOGK 1. CLEAR: YKK AP YSIN WITH CLEAR PROTECTIVE COMPOSITE COATING. 2. AT SIDES OF DORMERS, CHIMNEYS AND OTHER WALLS, EXTEND FLASHING AT LEAST 6 INCHES UP 2. MEDIUM BRONZE: YKK AP YBIN WITH CLEAR PROTECTIVE COMPOSITE COATING. PART 2 PRODUCTS VERTICAL SURFACE. 2.05 CANTS END OF SECTION 38211 3. DARK BRONZE: YKK AP Y65N WITH CLEAR PROTECTIVE COMPOSITE COATING, 2.01 MANUFACTURERS a, THOROUGHLY COUNTER FLASH, A. CANT AND TAPERED EDGE STRIPS: GAFGANT , SIZE "3. 4. BLACK: YKK AP YKIN WITH CLEAR PROTECTIVE COMP051TE COATING. A. STO CORP. b.EXTEND FLASHING UNDER TILE AT LEAST 4 INCHES AND TURN EDGE UP 1-1/2" INCHES. SECTION 084113 ALUMINUM -FRAMED ENTRANCES t STOREFRONT SYSTEM 5. CHAMPAGNE: YKK AP YH3N WITH CLEAR PROTECTIVE COMPOSITE COATING. B. PROVIDE EIFS COMPONENTS FROM SINGLE SOURCE MANUFACTURER OR APPROVED SUPPLIER 3, AT LOWER SIDES OF DORMERS, CHIMNEYS AND OTHER WALLS, EXTEND FLASHING AT LEAST 4 INCHES UP 2,0% ACCESSORIES 6. WHITE: YKK AP YW3N WITH PROTECTIVE COMPOSITE COATING. C, ALTERNATES TO THE APPROVED MANUFACTURER WILL BE CONSIDERED ONLY IF SUBMITTED TO ARCHITECT WALL AND 4 INCHES OVER TILE, AND THEN THOROUGHLY COUNTER FLASH. A. ROOFING NAILS: GALVANIZED OR NON-FERROUS TYPE AND SIZES AS REQUIRED TO SUIT APPLICATION YKK AP 35W SWING DOOR B. ANODIZED FINISHING: PREPARE ALUMINUM SURFACES FOR SPECIFIED FINISHT APPLY SHOP FINISH IN 10 DAYS PRIOR TO BID IN WRITING. SUBMITTED SYSTEM MUST INCLUDE SUBSTANTIATION OF SPECIFIED SYSTEM B. PRESSURE RELIEVING VENTS: METAL ONE-WAY VALVES OR METALA191C PRE -FLASHED STANDARD ACCORDANCE WITH THE FOLLOWING: PERFORMANCE, PRODUCT COMPONENT PERFORMANCE AND PRODUCT COMPONENT DESCRIPTIONS. 4. AT WOOD SADDLES AND RETURNS, LINE WITH 16 OZ. COPPER EXTENDING UP ROOF SLOPE NOT LESS VENT, PRE -FLASHED WITH RUBERIVIC) MOP APPLIED MODIFIED BITUMEN MEMBRANE. PART I GENERAL I. ANODIC COATING: ELECTROLYTIC COLOR COATING FOLLOWED BY AN ORGANIC SEAL APPLIED THAN 14 INCHES, AND UP VERTICAL WALLS NOT LESS THAN & INCHES, AND THOROUGHLY COUNTER C. BASE SHEET FASTENER: GARIVE BASE SHEET FASTENER AND PLATE. FURNISH ALL NECESSARY MATERIALS, LABOR, AND EQUIPMENT FOR THE COMPLETE INSTALLATION IN ACCORDANCE WITH THE REQUIREMENTS OF AAMA 612-02. ALUMINUM EXTRUSIONS SHALL BE 2,02 ADHESIVE FLASH. D. SCUPPER: METAL, METALASTIC PRE -FLASHED SCUPPER, PRE -FLASHED WITH RUBEROID MOP OF THE ALUMINUM SWING DOORS, DOOR FRAMES, HARDWARE, AND STOREFRONT FRAMING SYSTEM PRODUCED FROM QUALITY CONTROLLED BILLETS MEETING AA-6063-T5, A. BTS PLUS, A ONE -COMPONENT, FACTORY-PROPR710NED, POLYMER -MODIFIED, CEMENT -BASED ADHESIVE WITH E. APPLIED MODIFIED BITUMM MEMBRANE, 0 AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. A. EXPOSED SURFACES SHALL BE FREE OF SCRATCHES AND OTHER SERIOUS BLEMISHES. FIBER REINFORCEMENT (FOR USE OVER EXTERIOR GYPSUM SHEATHING, DENS GLASS GOLD SHEATHING, 5. MAKE ALL COUNTER FLASHING PLUGGED, POINTED AND SECURE. -CONFIRM COMPLIANCE WITH ALL APPLICABLE BUILDING AND PLUMBING CODES.- B. EXTRUSIONS SHALL BE GIVEN A CAUSTIC ETCH FOLLOWED BY AN ANODIC OXIDE TREATMENT AND THEN EXTERIOR CEMENTATION SHEATHING, CONCRETE, MASONRY OR PLASTER SURFACES, NOT RECOMMENDED OVER C. BIRDSTOPS, BOOSTERS AND STARTERS: PLUMBING VENT: (2-1/2X4) POUND LEAD. 1.01 SUMMARY SEALED WITH AN ORGANIC COATING APPLIED WITH AN ELECTRODEPOSITION PROCESS. WOOD SURFACES). 1. INSTALL CLAY BIRDSTOPS ALONG ENTIRE LENGTH OF ALL EAVES. F. CONFIRM COMPLIANCE WITH ALL APPLICABLE BUILDING AND PLUMBING CODES.°r' A.SECTION INCLUDES: ALUMINUM SWING DOORS, INCLUDING: C. THE ANODIZED COATING SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF AAMA 612-02: VOLUNTARY 2. INSTALL FIRST COURSE OF PAN TILE LEAVING A 2 t0 3 INCH OVERHANG At EAVE. 1. YKK AP MODEL 35H IMPACT RESISTANT HEAVY DUTY SWING DOORS. SPECIFICATIONS, PERFORMANCE REQUIREMENTS AND TEST PROCEDURES FOR COMBINED COATINGS OF 3. INSTALL 3 INCH BOOSTER TILES ON TOP OF BIRDSTOPS, B. RELATED SECTIONS: ANODIC OXIDE AND TRANSPARENT ORGANIC COATINGS ON ARCHITECTURAL ALUMINUM. TESTING SHALL 2.03 INSULATION BOARD 4. INSTALL 15 INCH STARTER TILES ON TOP OF BOOSTER TILES ALONG PERIMETER OF ALL EAVES. 1. GLASS: CONTACT YKK AP FOR APPROVED GLASS TYPES. DEMONSTRATE THE ABILITY OF THE FINISH TO RESIST DAMAGE FROM MORTAR, SALT SPRAY, AND CHEMICALS A. NOMINAL 1.0 Ib/CuFt. (16 Kg/M EXPANDED POLYSTYRENE (EPS) INSULATION BOARD IN COMPLIANCE WITH D. FASTENERS: (EDIT TO AVOID CONFLICTING REQUIREMENTS) PART 3 EXECUTION 2. GLAZING: DOW CORDING® 995 STRUCTURAL SILICONE SEALANT. COMMONLY FOUND ON CONSTRUCTION SITES, AND TO RESIST THE LOSS OF COLOR AND GLOSS. ASTM C 518 TYPE I REQUIREMENTS AND EIMA GUIDELINE SPECIFICATION FOR EXPANDED POLYSTYRENE (EPS) 1. AT PLYWOOD DECKS, PROVIDE MINIMUM OF 11 GAUGE, LARGE HEADED, CORROSION RESISTANT NAILS 3. SINGLE SOURCE REQUIREMENT: ALL PRODUCTS LISTED BELOW SHALL BE BY THE SAME D. OVERALL COATING THICKNESS FOR FINISHES SHALL BE A MINIMUM OF 0.1 MILS. INSULATION BOARD, 1-1/2" THICK OF SUFFICIENT LENGTH TO PENETRATE 3/4 INCHES INTO OR THROUGH THE SHEATHING, WHICHEVER IS 3.01 EXAMINATION MANUFACTURER C. HIGH PERFORMANCE ORGANIC COATING FINISH: LESS. A. VERIFY DECK IS DRY, SOUND AND SMOOTH, FREE OF DEPRESSIONS, WAVES, OR PROJECTIONS, A. SECTION 08 3213 SLIDING ALUMINUM -FRAMED GLASS DOORS. 1. FLUOROPOLYMER TYPE: FACTORY APPLIED TWO -COAT 10% KYNAR RESIN BY ARKEMA OR 2.04 BASE COAT 2, AT NAILABLE CONCRETE DECKS, USE STAINLESS STEEL OR SILICON BRONZE SCREW SHANK NAILS OF PROPERLY SLOPED TO DRAINS. B. SECTION 08 44 13 GLAZED ALUMINUM CURTAIN WALLS. 10% HYLAR RESIN BY SOLVAY SOLEXIS, FLUOROPOLYMER BASED COATING SYSTEM, A. BTS PLUS, A ONE -COMPONENT, FACTORY -PROPORTIONED, POLYMER MODIFIED CEMENTITOUS BASE COAT WITH SUFFICIENT LENGTH TO PENETRATE 1/2 TO 3/4 THEIR LENGTH INTO, BUT NOT THROUGH THE DECK B. BEGINNING OF INSTALLATION MEANS ACCEPTANCE OF THE SUBSTRATES ONLY. C. SECTION 08 44 33 SLOPED GLAZING ASSEMBLIES. POLYVINYLIDENE FLUORIDE ("-2), APPLIED IN ACCORDANCE WITH YKK AP PROCEDURES AND FIBER REINFORCEMENT AND LESS THAN 33 PERCENT PORTLAND CEMENT CONTENT BY WEIGHT TO BE 3. PROVIDE TWO FASTENERS PER TILE IN SNOW AREAS. C. CONFIRM COMPLIANCE WITH CURRENT CODE REQUIREMENTS. D. SECTION 08 5113 ALUMINUM WINDOWS. MEETING AAMA 2605 SPECIFICATIONS. APPLIED AT 1/I6" DRY THICKNESS. 4. IN AREAS DESIGNATED BY THE BUILDING OFFICIALS AS BEING SUBJECT TO REPEATED WIND 1. COLORS: SELECTED BY ARCHITECT FROM THE FOLLOWING: B. 5T0 FLEXYL-FIBER REINFORCED ACRYLIC BASE GOAT MIXED WITH PORTLAND CEMENT (FOR USE AS A VELOCITIES IN EXCESS OF 80 MPH, OR WHERE ROOF HEIGHT EXCEEDS 40 FEET ABOVE GRADE, 3.02 PROTECTION 1.02 SYSTEM PERFORMANCE DESCRIPTION A. STANDARD COATING COLOR CHARTS. WATERPROOF BASE COAT TO WATERPROOF FOUNDATIONS, SLOPED EIFS SHAPES AND PARAPETS, STO ALL TILES SHALL BE ATTACHED AS FOLLOWS: a. THE HEADS OF ALL TILES SHALL BE NAILED. A. PROTECT BUILDING SURFACES AGAINST DAMAGE FROM ROOFING WORK. A. PERFORMANCE REQUIREMENTS. ALUMINUM SWING DOORS SHALL MEET ALL REQUIREMENTS OF ASTM E 1886, B. CUSTOM COATING COLOR CHARTS. - PRIMER IS REQUIRED OVER STO FLEXYL PRIOR TO APPLYING FINISH COAT. _ b.THE NOSES OF ALL EAVE TILES SHALL BE FASTENED WITH APPROVED CLIPS. B. WHERE WORK MUST CONTINUE OVER FINISHED ROOF MEMBRANE, PROTECT SURFACES. ASTM E IS96 AND SOUTH FLORIDA BUILDING CODE PROTOCOLS TAS 201, TAS 202, AND TAS 203 AND COMPLY WITH C. COLOR NAME AND NUMBER: THE FOLLOWING SPECIFIC PERFORMANCE REQUIREMENTS INDICATED. c. ALL RAKE TILES SHALL BE NAILED WITH TWO NAILS. D. FINISHES TESTING: 2.05 REINFORCING MESHES d.THE N05ES OF ALL HIP, RIDGE AND RAKE TILES SHALL BE SET IN A BEAD OF APPROVED ROOFER'S 303 MEMBRANE APPLICATION 1. AIR INFILTRATION: AIR INFILTRATION SHALL BE TESTED IN ACCORDANCE WITH ASTM £ 283 1. APPLY 05% SOLUTION NAOH, SODIUM HYDROXIDE, TO SMALL AREA OF FINISHED SAMPLE AREAL A. STANDARD MESH -NOMINAL 45 oz/Sq.Yd., SYMMETRICAL, INTERLACED OPEN -WEAVE GLASS FIBER FABRIC MASTIC. A. INSTALL BASE SHEET AND PLY SHEETS AND MODIFIED BITUMEN SHEETS AND FLASHING IN ACCORDANCE AT TAT( OF 4 (299 A) INFILTRATION SHA T XC TH FOLLOWING: STATIC PRESSURE 62 PSF PSHALL NO EXCEED E LL ING LEAVE IN PLACE FOR 6Ix71' MADE WITH ALKALINE RESISTANT COATING FOR COMPATIBILITY WITH EIFS MATERIALS. FOR USE AT WALL AREAS 5. ON SLOPES OVER 1/12, THE NOSE END OF ALL TILES SHALL BE SECURELY FASTENED WITH "STORM WITH GAF MATERIALS CORPORATION'$ INSTRUCTIONS. A. 0.065 CFM/LINEAR FOOT OF CRACK BASED ON A DOOR SIZE OF 3'6" X 8". MINUTEST LIGHTLY WIPE OFF NAOH. DO NOT CLEAN AREA FURTHER. ABOVE FIRST FLOOR NOT SUBJECT TO PEDESTRIAN TRAFFIC. LOCKS" OR "WIND LOCKS", AS MANUFACTURED BY THE WIRE WORKS, INC (&00)341-8828, OR WITH B. PRIME ALL MASONRY AND METAL SURFACES WITH GAF MATERIALS CORPORATION ASPHALT/ CONCRETE 2. WATER INFILTRATION: NO UNCONTROLLED WATER OTHER THAN CONDENSATION ON INDOOR FACE OF ANY 2. SUBMIT SAMPLES WITH TEST AREA NOTED ON EACH SAMPLE. B. ARMOR MAT -ULTRA HIGH IMPACT MESH -NOMINAL 15 oz/Sq.Yd., ULTRA -NIGH IMPACT, DOUBLE STRAND, OTHER APPROVED FASTENING SYSTEM. PRIMER AND ALLOW TO DRY THOROUGHLY.TESTED COMPONENT T ST IN ACCORDANCE WITH ASTM E 331 AT A TEST 55U DIFFERENTIAL OF 10 (419 A). RD E E PRE RED EREN PSF P INTERWOVEN, OPEN -WEAVE GLASS FIBER FABRIC WITH ALKLINE RESISTANT COATING FOR COMPATIBILITY WITH &.PROVIDE TWISTED WIRE TILE-TYE, OR RINESS TILE -TIE SYSTEM OF BRASS, COPPER OR GALVANIZED C. ASPHALT SHOULD BE HEATED SO THAT GAFGLAS ® FELTS ARE INSTALLED WITH THE ASPHALT WITHIN WATER TEST TO BE PERFORMED IMMEDIATELY AFTER DESIGN PRESSURE TEST, STANDARD 35H ENTRANCES ARE PART 3 EXECUTION EIFS MATERIAL$, FOR USE ON ALL AREAS AS NOTED ON PLANS. STANDARD STO MESH IS REQUIRED OVER WIRE AS MANUFACTURED BY THE WIRE WORKS, INC. (800)341-8828, OR OTHER APPROVED ITS EQUIVISCOUS TEMPERATURE RANGE, (EYTT25'F). MOP APPLIED RUBERROID ® SHEETS MUST BE INTENDED FOR 15T FLOOR APPLICATIONS. 3.01 MANUFACTURER$ INSTRUCTIONS / RECOMMENDATIONS ARMOR MAT AS THE SECOND LAYER FASTENING SYSTEM. E. INSTALL FIELD TILE IN COURSES BEGINNING AT EAVE WORKING UP INCLINE OF ROOF DECK. INSTALLED WITH ASTM D 312, TYPE III ASPHALT AT A MINIMUM TEMPERATURE OF 400°F, AT THE POINT OF 3. STRUCTURAL: DOOR CORNER STRUCTURAL STRENGTH SHALL BE TESTED PER YKK AP'S DUAL MOMENT TEST PROCEDURE AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY TO ENSURE CORNIER INTEGRITY AND A. COMPLIANCE: COMPLY WITH MANUFACTURER'S PRODUCT DATA, INCLUDING PRODUCT TECHNICAL 1. INSTALL "5"TILES IN VERTICAL ROWS AT A MAXIMUM OF 11 INCH CENTERS, WITH EACH TILE FASTENED APPLICATION, WITH A TARGET TEMPERATURE OF 425°F,10°F ABOVE THE EVT, WHICHEVER IS HIGHER THE WELD COMPLIANCE. CERTIFIED TEST PROCEDURES AND RESULTS ARE AVAILABLE UPON REQUEST. BULLETINS, INSTALLATION INSTRUCTIONS, AND PRODUCT CARTON INSTRUCTIONS. THE LATEST 2D(o PRIMER (OPTIONAL COMPONENT) WITH ONE NAIL, PROVIDING A MAXIMUM EXPOSURE OF 15 INCHES FOR EACH TILE. MAXIMUM ALLOWABLE ASPHALT TEMPERATURE, IN THE KETTLE, IS 500°F. HEAT THE ASPHALT IN 4. STRUCTURAL UNIFORM LOAD TEST: INSTALLATION INSTRUCTIONS FOR THIS PRODUCT ARE AVAILABLE AT WLLW.YKKAP.COM. A, S70 SILCOPRIME, A SILICONE ENHANCED, PRIMER (FOR SILICONE ENHANCED FINISHES). TINTED TO SAME 2. AS AN ALTERNATE, END CAP$ CAN BE EMBEDDED IN CEMENT MORTAR FOR A MORE RUSTIC ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. A. DOORS: 302 EXAMINATION COLOR AS FINISH COAT. APPEARANCE. D. A PLY OF GAFGLAS STRATIVE NAILABLE IS TO BE INSTALLED WITH 3" SIDELAPS AND 6" ENDLAPS, 3. AS AN ALTERNATE, COVER TILES CAN BE ADDED USING BOOSTER TILES LAID DRY OR LAID IN - BY NAILING GAfMTE BASE SHEET FASTENERS WITH PLATES ON 1 INCH CENTERS IN THE LAP AND IN I) POSITIVE PRESSURE: 10 0 PSF F A. SITE VERIFICATION OF CONDITIONS: VERIFY CONDITIONS (WHICH HAVE BEEN PREVIOUSLY 2,01 FINISH COAT CEMENT MORTAR 2 EQUALLY SPACED ROWS ON INCH CENTERS IN THE FIELD OF THE SHEET. FASTENER CONCENTRATION 1) NEGATIVE PRESSURE: INSTALLED UNDER OTHER SECTIONS) ARE ACCEPTABLE FOR PRODUCT INSTALLATION IN A. STO $ILILIT, A SILICONE ENHANCED TEXTURE[) WALL COATING WITH GRADED MARBLE AGGREGATE. TEXTURE 4. INSTALL HIP AND RIDGE TILES: MUST BE INCREASED IN THE PERIMETER AND CORNER AREAS PER FMRC LOSS PREVENTION DATA 5. FORGED ENTRY RESISTANCE: TESTS PERFORMED SIMULTANEOUSLY WITH 300 LB, FORCES APPLIED TO THE ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. AND COLOR AS SELECTED BY ARCHITECT. (NOTE: SPECIFY FINISH COLOR WITH A LKsH7NE5S VALUE a. PROVIDE CEMENT MORTAR OR OTHER APPROVED MATERIALS AT ALL HIPS AND RIDGES TO SHEETS I-18 AND I-29, ACTIVE DOOR PANEL WITHIN 3" OF THE LOCKS IN THE DIRECTION THAT WOULD TEND TO OPEN THE DOOR WHILE 150 1. VERIFY LOCATION OF PRESET ANCHORS, PERIMETER FASTENERS, AND BLOCK -OUTS ARE IN OF 20% OR > OVER THE SYSTEM). COMPLETELY FILL VOIDS AND TO WEATHERPROOF THE ROOF. E. INSTALL GLASS FIBER PLY SHEETS USING TYPE III ASPHALT AT A RATE OF 15 POUNDS PER SQUARE (T 20%) LB. FORCES ARE APPLIED IN BOTH PERPENDICULAR DIRECTIONS TO THE 300 LB. FORCE SIMULTANEOUSLY, ACCORDANCE WITH SHOP DRAWINGS. B. ALL HIP, RIDGE AND FIRST ROW OF COVER TILES AFTER GABLE ROLL SHALL BE SET IN CEMENT F. INSTALL MEMBRANE BY SOLIDLY MOPPING IN 25 POUNDS PER SQUARE ( t 20%) OF ASPHALT TO BASE. 1.03 SUBMITTALS 3.03 PREPARATION 1.08 JOB MIXED INGREDIENTS MORTAR AND FASTENED BY NON -CORROSIVE NAILS. G. APPLY BASE SHEET AND PLY SHEETS AND MEMBRANE SMOOTHLY WITHOUT WRINKLES, FISHMOUTHS OR A. GENERAL: PREPARE, REVIEW, APPROVE, AND SUBMIT SPECIFIED SUBMITTALS IN A. ADJACENT SURFACES PROTECTION. PROTECT ADJACENT WORK AREAS AND FINISH SURFACES FROM A. PORTLAND CEMENT: ASTM C 150, TYPE I (FOR WATERPROOF BASE COAT ONLY). &. ALL TILES IN CONTACT WITH CEMENT MORTAR SHALL BE IMMERSED IN WATER FOR TWO MINUTES BEFORE TEARS, PROVIDE MEMBRANE SIDE LAPS OF 4 INCHES AND 6 INCH END LAPS. SIDE AND END LAPS SHOULD ACCORDANCE WITH "CONDITIONS OF THE CONTRACT" AND DIVISION I SUBMITTALS SECTION DAMAGE DURING PRODUCT INSTALLATION B. WATER: GLEAN AND POTABLE. LAYING. HAVE 1/4 INCH MINIMUM FLOW OUT OF BITUMEN. PRODUCT DATA, SHOP DRAWINGS, SAMPLES, AND SIMILAR SUBMITTALS ARE DEFINED IN 1. ALUMINUM SURFACE PROTECTION: PROTECT ALUMINUM SURFACES FROM CONTACT WITH LIME, H, EXTEND BASE SHEET AND PLY SHEETS AND MEMBRANES 2 INCHES PAST THE TOP OF THE CANTS ONTO "CONDITIONS OF THE CONTRACT", MORTAR, CEMENT, ACIDS, AND OTHER 2.05 MIXING 1. TO AVOID COLOR PROBLEMS ON ROOF: VERTICAL SURFACES. B. PRODUCT DATA: SUBMIT PRODUCT DATA FOR EACH ENTRANCE SERIES SPECIFIED. - HARMFUL CONTAMINANTS. A, MIX MATERIALS IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS. a, ROOF LOAD TILES FROM DIFFERENT PALLETS, 1. WHEN INCLEMENT WEATHER IS EXPECTED, INSTALL A WATER CUT-OFF AT THE END OF THE DAY'$ OPERATION C, SUBSTITUTIONS: WHENEVER SUBSTITUTE PRODUCTS ARE TO BE CONSIDERED, SUPPORTING 3.04 INSTALLATION b. VISUALLY INSPECT APPLICATION FROM THE GROUND LEVEL AFTER INSTALLING 100 TILES. - MOP TWO PILIES OF GAFGLAS FLEX PLY 6. INSTALL CUT-OFF AT ALL EXPOSED EDGES OF ROOFING TECHNICAL DATA, SAMPLE$, AND TEST REPORTS MUST BE SUBMITTED TEN (10) WORKING DAYS A. GENERAL: INSTALL MANUFACTURER'S SYSTEM IN ACCORDANCE WITH SHOP DRAWINGS, AND WITHIN PART 3 EXECUTION c. VISUALLY VERIFY THAT ROOF TILE COLOR IS UNIFORM AND EVEN, AND VERIFY THAT TILE COURSES AND AT ROOF PENETRATIONS. REMOVE WATER CUT-OFF UPON RESUMPTION OF WORK. PRIOR TO BID DATE IN ORDER TO MAKA A VALID COMPARISON. SPECIFIED TOLERANCES. 3.01 INSTALLATION ARE STRAIGHT AND TRUE. 8. CORRECT ANY COLOR OR INSTALLATION PROBLEMS BEFORE PROCEEDING WITH THE INSTALLATION. D. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES, AND 3.05 ADJUSTING AND CLEANING A. INSTALL GLASS PB EIFS IN ACCORDANCE WITH MANUFACTURERS CURRENT PUBLISHED WRITTEN INSTRUCTIONS. 15, COMPLETE INSTALLATION TO PROVIDE WEATHER TIGHT SERVICE. 304 FLASHING$ PRODUCT COMPONENTS, INCLUDING ANCHORAGE, ACCESSORIES, AND FINISH COLORS. A. ADJUSTING: ADJUST SWING DOORS FOR OPERATION IN ACCORDANCE WITH MANUFACTURER'S 3.03 CLEAN UP A. INSTALL 3x66M FLASHING ACCORDING TO GAF MATERIALS CORPORATION'$ SPECIFICATION$. E. SAMPLES: SUBMIT VERIFICATION SAMPLES FOR COLORS. MINIMUM 2''RMCP mM13 INCH (VMM RECOMMENDATIONS. 3.02 PROTECTION A. CLEAN ROOF TO REMOVE ALL PIECES OF DEBRIS. B. INSTALL ONE PRESSURE RELIEF VENT PER 1000 SQUARE FEET, OR PART THEREOF, OF ROOF SURFACES. SAMPLES ON ACTUAL ALUMINUM SUBSTRATES INDICATING FULL COLOR RANGE B. CLEANING: THE GENERAL CONTRACTOR SHALL CLEAN INSTALLED PRODUCTS IN ACCORDANCE A. PROVIDE PROTECTION OF INSTALLED EIFS MATERIALS FROM WATER INFILTRATION INTO OR BEHIND THE SYSTEM. 5. REMOVE AND DISPOSE OF ALL WORK -RELATED REFUSE AND DEBRIS. C. SEAL FLASHING AND FLANGES ON ALL ITEMS SETTING ON OR PROTRUDING THROUGH THE MEMBRANE. EXPECTED IN INSTALLED SYSTEM. WITH MANUFACTURER'S INSTRUCTIONS PRIOR TO OWNER'S ACCEPTANCE, AND REMOVE B. PROVIDE PROTECTION OF INSTALLED EIFS FROM DUST, DIRT, PRECIPITATION FREEZING AND CONTINUOUS END OF SECTION SEAL FLANGES BETWEEN TWO PILE$ OF RUBEROID MEMBRANE. F. QUALITY ASSURANCE / CONTROL SUBMITTALS: CONSTRUCTION DEBRIS FROM PROJECT SITE. LEGALLY DISPOSE OF DEBRIS. HIGH HUMIDITY UNTIL EIFS COATINGS ARE FULLY DRY, PRODUCTS: 1. TEST REPORTS: SUBMIT CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH C. PROTECTION: THE GENERAL CONTRACTOR SHALL PROTECT THE INSTALLED PRODUCT'S FINISH US TILE AUTHENTIC CLAY ROOF TILES 3.05 FIELD QUALITY CONTROL SPECIFIED PERFORMANCE CHARACTERISTICS AND PHYSICAL PROPERTIES. SURFACES FROM DAMAGE DURING CONSTRUCTION. END OF SECTION 01240 A. INSPECTION WILL BE PERFORMED BY FIRM APPOINTEE) UNDER PROVISIONS OF SECTION (01400101410.) END OF SECTION 01320 B. CORRECT DEFECT$ AND IRREGULARITIES. END OF SECTION 084113 REVISIONS BY �i � I �- 1-11 v °.o M Y C") N Ham° V ,J � L LL �-� Q o °° C -e ~ o ~ / Cd t` U ,� = � Y \� N vn - id Y It � C L.., CD C: U O. U N 5 �L • p , 1-7 I C E d rn - o s > . 3 3 t` 3 ~y C T N .� y = -0c � E o a 2 r- N I .--. a 0 - , V I , �` A . ,t _ . Y �-_x' ,� _,I').,,- :, , J�, M � ,ti f 11. i _. __ .-..-.....,; �-- Y �i ! cf- = -C v I •: � J o O - <r; C "- 9 j J 1 � i' t --1 , n C�__J N Cn O '7 U -0 Z O 0) C J af N It-0 U 0 Ln ° O C IM O m_ J _E -M >. O Q (/) C U 0 U_ 4-4d O O U 0 li _ Li L.O 0 U c Oj (� V) ` -,0 3 = � N m - Q O >. 0 m -C N a W C N Z 0 a J W I.L Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet N2 H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\N123 - SPECS.dwg, 2/8/2018 4:26:14 PM, ]Simon, Xerox 6604 PS.pc3 DIVISION S DOORS AND WINDOWS (CONT) DIVISION S DOORS AND WINDOWS (CONT) DIVISION S FINIS 4ES (CONT) DIVISION 9 FINIS+4ES (CONT) SECTION 08110 FINISH HARDWARE SECTION 08S50 INSULATED TRANSLUCENT F15ERGLASS SANDWICH SECTION OS3W CERAMIC TILE PART 2 PRODUCTS PART 1 GENERAL PANEL SYSTEM (SKYLIGHTS) PART 1 GENERAL 2DI JOB MIXED INGREDIENTS PART 1 GENERAL A. PORTLAND CEMENT, ASTMC 150 TYPE I, MIXED IN ACCORD WITH MANUFACTURERS INSTRUCTIONS. IDI GENERAL 1.01 SUMMARY B. WATER: CLEAN AND POTABLE. A. OBTAIN EACH TYPE OF A$ SPECIFIED IN THE DOOR/HARDWARE $GHEDULE HARDWARE FROM A SINGLE A. INSULATED TRANSLUCENT SKYROOFS SHALL CONSIST OF 2-3/41NCH THICK FLAT FACTORY PREFABRICATED 1.01 GENERAL C. METAL LATH MANUFACTURER, ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPLYING WITH THE SANDWICH PANELS AND SYSTEMS, INCLUDING 1N5TALLATIONt MANUFACTURED BY KALWALL CORPORATION. A. CERAMIC AND TYPES ARE INDICATED ON THE DRAWINGS AND ARE FROM A SINGLE MANUFACTURER OTHER I. STRUCTURAL METAL LATH SHALL BE 3A POUND EXPANDED METAL SHEET WITH SOLID PARALLEL RIB$. REQUIREMENTS. OTHER MANUFACTURERS WITH PRODUCTS THAT MEET OR EXCEED ALL SPECIFIED REQUIREMENTS SHALL BE MANUFACTURERS WILL NOT BE CONSIDERED. 2. METAL LATH SHALL BE 3A POUND DIAMOND MESH METAL LATH. B. FURNISH ALL HARDWARE, IN THEIR ORIGINAL PACKAGING, COMPLETE WITH ACCESORIES OF PROPER SIZE AND CONSIDERED, UPON COMPLETE DATA AND PRODUCT SAMPLE SUBMITTAL AND ARCHITECT APPROVAL, BY B. DELIVER MATERIALS IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND LABELS INTACT UNTIL TIME OF 3. ACCE55ORIES FURNISHED BY SAME MANUFACTURER FOR STUCCO APPLICATION. DESIGN REQUIRED FOR THE PURPOSE FOR WHICH THEY ARE TO BE USED AND WITH ALL SCREWS, SHIELDS, AND WRITTEN ADDENDUM TEN (10) DAYS PROIR TO BID DATE. USES. ENGAGE AN EXPERIENCED INSTALLER WHO HAS SUCCESSFULLY COMPLETED TILE INSTALLATIONS D. MECHANICAL FASTENERS OTHER ANCHORAGE DEVICES NECESSARY FOR A COMPLETE INSTALLATION. HARDWARE SCHEDULE SHOWN B. WORK INCLUDED: SUPPLY ALL LABOR, EQUIPMENT AND MATERIALS REQUIRED TO DELIVER AND INSTALL SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THE PROJECT. I. NAIL$, Sd RING SHANK, HOT DIP GALVANIZED OF SUFFICIENT LENGHTH TO PENETRATE PLYWOOD BACKING ON THE DRAWINGS. THE INSULATED TRANSLUCENT SKYLIGHT SYSTEM, THE FOLLOWING MAJOR ITEMS INCLUDED ARE: C. COMPLY WITH PARTS OF ANSI 108 SERIES OF FINE INSTALLATION STANDARDS INCLUDED UNDER "AMERICAN 1 INCH. C. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH THE NATIONAL BUILDERS HARDWARE ASSOCIATION AND I. PREFABRICATED INSULATED TRANSLUCENT SKYROOF SANDWICH PANELS AND SYSTEM. NATIONAL STANDARD SPECIFICATIONS FOR THE INSTALLER OF CERAMIC TILE" THAT APPLY 70 TYPE OF 2. WHERE LIGHT METAL FRAMING OCCURS: MINIMUM NO!* SELF DRILLING CORROSION RESISTANT SCREWS OF THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WHEREVER CUTTING AND FITTING IS REQUIRED TO 102 QUALITY ASSURANCE 'SETTING AND GROUT MATERIALS AND METHODS INDICATED. TILE MAY BE THIN -SET. SUFFICIENT LENGTH TO PENTRATE METAL 3/6 INCH. INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER A. MANUFACTURER'S AND ERECTORS QUALIFICATIONS E. STUCCO WRAP WAY, COORDINATED REMOVAL, STORAGE, AND REINSTALLATION OR APPLICATION OF SURFACE PROTECTIONS I. A RECOGNIZED BUILDING CODE AUTHORITY SHALL LIST SKYLIGHT SYSTEM MANUFACTURER, INCLUDING 1.02 MORTAR AND GROUT I. BY TYVEK FOR USE OVER PLYWOOD FACINGS. WITH FINISHING WORK, THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS, WHICH REQUIRES QUALITY CONTROL A. MORTAR SHALL BE PORTLAND CEMENT ASTM 050, TYPE I. GROUT SHALL BE ACID RESISTANT UPGO D. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT INSPECTIONS BY AN APPROVAL AGENCY FOR SANDWICH PANEL CONSTRUCTION. HYDROMENT, TYPE AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC TYPE OF TILE AND PART 3 EXECUTION SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COUNTERSINK UNIT$ NOT 2. MATERIAL AND PRODUCTS SHALL BE MANUFACTURED BY A COMPANYCONTINUOUSLY AND REGULARLY METHOD OF INSTALLATION, COLR FOR FLOOR TILE 1$ SPECIFIED ON THE DRAWINGS. 3.01 INSTALLATION FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANCHORS IN ACCORDANCE WITH EMPLOYED IN THE MANUFACTURE OF SPECIFIED MATERIALS, FOR A PERIOD OF AT LEAST TWENTY (20) B. DO NOT GROUT TILE UNTIL TILE IS FIRMLY SET. SOAK OR DAMPEN JOINTS OF THE TILE 70 BE GROUTED WITH A. INSTALL MECHANICAL FASTENERS ON 6 INCH CENTERS ALONG SEAMS AND 12 INCH CENTERS ALONG INDUSTRY STANDARDS. SET THRESHOLDS FOR EXTERIOR DOORS IN FULL BED OF BUTYL -RUBBER OF CONSECUTIVE YEAR$t AND WHICH CAN SHOW EVIDENCE OF THESE MATERIAL$ BEING SATISFACTORILY PORTLAND CEMENT GROUT. SOAK OR DAMPEN OTHER JOINTS AS RECOMMENDED BY THE GROUT INTERIORS. POLYIOSBUTYLENE MASTIC SEALANT. USED ON AT LEAST (10) PROJECTS OF SIMILIAR SIZE, SCOPE AND TYPE WITHIN SUCH A PERIOD. MANUFACTURER FORCE GROUT INTO JOINT LINES COMPLETELY IDILING JOINTS WITH COMPACTED GROUT AND B. STUCCO INSTALLATION SHALL BE TWO COAT APPLICATION. APPLY BASE COAT WITH FIRM PRESSURE TO E. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION. 3. TRANSLUCENT PANEL MANUFACTURERAND PRODUCTS SHALL BE CURRENTLY LISTED OR APPROVED BY COVERING MORTAR FINISH JOINT$ OF SQUARE EDGED TILE FLUSH WITH SURFACE. STRIKE OFF TOOL JOINTS FORM GOOD BOND THEN DOUBLE BACK TO PROVIDE THICKNESS. LEAVE ROUGH ENOUGH TO PROVIDE BOND REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE THE SOUTHERN BUILDING CODE CONCREE INTERNATIONAL INC. AS REQUIRED AND IN COMPLIANCE WITH OF CUSHION EDGED TILE TO DEPTH OF CUSHION. FILL GAPS AND SKIPS, AND RETOOL. FOR FINISH COAT. FINISH COAT SHALL BE OF TEXTURE AS CALLED FOR ON THE BUILDING ELEVATION APPLICATION MADE. INSTRUCT OWNERS IN PROPER ADJUSTMENT AND MAINTENANCE OF HARDWARE DURING THE STANDARD BUILDING CODE AS SANDWICH PANEL SYSTEMS. DRAWINGS. FINAL ADJUSTMENT. 4. ERECTION SHALL BE BY AN INSTALLER WHICH HAS BEEN PRE -QUALIFIED BY THE MANUFACTURER, A 1.03 CLEANING C. CURING: CURE STUCCO BY USE OF POLYETHYLENE FILM, OR BY USE OF FINE SPRAY. 1.02 KEYING CERTIFIED FLORIDA CONTRACTOR AND SHOW EVIDENCE OF HAVING INSTALLED AT LEAST (25) PROECTS A. UPON COMPLETION OF THE PLACEMENT AND GROUTING, CLEAN TILE SURFACE SO THAT THEY ARE FREE OF A. KEYING SHALL BE PER THE OWNERS REQUIREMENTS. TAG KEY$ AND PROVIDE TO OWNER AT SUBSTANTIAL OF SIMILIAR SIRE, SCOPE, AND TYPE IN FLORIDA. FOREIGN MATTER REMOVE LATEX-PORTLAND CEMENT GROUT RESIDUE FROM TILE AS SOON AS POSSIBLE 3.02 PROTECTION COMPLETION. B. PERFORMANCE REQUIREMENTS: THE MANUFACTURER SHALL BE RESPONSIBLE FOR THE CIINFIGURATION AND UNGLAZED TILE MAY BE CLEANED WITH ACID SOLUTIONS ONLY WHEN PERMITTED BY TILE AND GROUT A. PROTECT STUCCO DURING AND UPON COMPLETION FROM WATER INFILTRATION, DUST, DIRT, PRECIPITATION, 1.03 GUARANTEE FABRICATION OF THE COMPLETE SKYLIGHT PANEL SYSTEM. MANUFACTURER'S PRINTED INSTRUCTIONS, BUT SOONER THAN 14 DAY$ AFTER INSTALLATION. FLUSH SURFACE EXCESSIVE DRYING UNTIL STUCCO HAS SET. A. PROVIDE ONE-YEAR GUARANTEE FOR ALL HARDWARE, PERIOD OF GUARANTEE SHALL BEGIN FROM DATE OF 1.03 SUBMITTAL$ WITH CLEAN WATER BEFORE AND AFTER CLEANING. END OF SECTION 09960 OWNER'S ACCEPTANCE. A. SUBMIT SHOP DRAWINGS, DESIGN CALCULATION$, CERTIFIED TEST REPORTS FOR EACH TYPE OF PANEL SYSTEM SPECIFIED AND COLOR SAMPLES FOR ARCHITECT APROVAL. DRAWING$ AND CALCULATIONS SECTION 09511 ACOUSTIC PANEL CEILINGS END OF SECTION 08710 SHALL BE CERTIFIED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA. SECTION 08800 GLASS : GLAZING1.04 WARRANTY PART 1 GENERAL A. PROVIDE FIVE (5) YEAR WARRANTY SIGNED BY THE CONTRACTOR AND INSTALLER WARRANT THAT + DIVISION �� SF'EC1AL 1t I�Q �7 SPECIALTIES PARt 1 GENERAL COMPLETE INSTALLATION SHALL BE REE OF DEFECTS IN STRUCTURAL DE$IGMi2N, MATERIALS AND 1.01 GENERAL 1.01 SUMMARY WORKMANSHIP. WARRANT COMPLETE INSTALLATION AGAINST LEAKAGE (NO UNCONTROLLED WATER A. COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL CEILING UNITS AND SUSPENSION SYSTEM A, PROVIDE AND INSTALL GLAZING AND ACCESSORIES WHERE SHOWN ON THE DRAWINGS AND AS SPEICIFIED INFILTRATION). WARRANT TRANSLUCENT PANELS AGAINST SEAL FAILURE, DELAMINATION AND DEFECT$ IN COMPPONENTS WITH OTHER CONSTRUCTION THAT PENETRATES CEILINGS OR 1$ SUPPORTED BY THEM, HEREIN. GLAZING TYPES AND SIZE$ SHALL BE AS PER THE DRAWINGS AND WINDOW SCHEDULE. MANUFACTURE IN ACCORDANCE WITH MANUFACTURER'$ STANDARD WARRANTY. INCLUDING LIGHT FIXTURE$ AND HVAC EQUIPMENT. 1.02 QUALITY STANDARDS PART 2 PRODUCT SECTION 10155 TOILET COMPARTMENTS A. GLAZING STANDARDS: COMPLY WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION 2.01 TRANSLUCENT FACING 1.02 MINERAL -FIBER ACOUSTICAL PANELS (FGMA) "GLAZING MANUAL" AND "SEALANT MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE A. TRANSLUCENT FACES SHALL BE MANUFACTURED FROM GLASS FIBER REINFORCED THERM05ET RESINS BY A. PROVIDE ACOUSTICAL PANELS AS MANUFACTURED BY USG RADAR CLIMAPLUS, 24 INCHES BY 24 INCHES OR PART I GENERAL INDICATED. REFER TO THOSE PUBLICATIONS FOR DEFINITIONS OF GLASS AND GLAZING TERM$ NOT INSULATED PANEL SYSTEM FABRICATOR SPECIFICALLY FOR ARCHITECTURAL USE. THERMOPLASTIC (Efs. 24 INCHES BY 48 INCHES (SEE PLANS) BY 3/4 INCHES THICK WITH SILT EDGE AND DONN DX/DXL GRID OTHERWISE DEFINED IN THIS SECTION OR OTTER REFERENCED STANDARDS. POLYCARBONATE, ACRYLIC) FACES SHALL NOT BE ACCEPTABLE. PROFILE. 1.01 SUBMITTALS B. SAFTEY GLAZING PRODUCT: WHERE SAFTEY GLASS IS INDICATED OR REQUIRED BY AUTHORITIES HAVING B, WEATHERA51LITY: B. INSTALL IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRNTED INSTRUCTIONS, ARRANGE ACOUSTICAL A. PRODUCT DATA: REQUIRED JURISDICTION, PROVIDE TYPE OF PRODUCTS INDICATED WHICH COMPLY WITH ANSI Z91.1 AND TESTING 1. THE FULL THICKNESS OF THE EXTERIOR FACES SHALL NOT CHANGE COLOR MORE THAN 3.0 HUNTER OR UNITS AND ORIENT DIRECTIONAL PATTERN OF TILES FOR A UNIFORM APPEARANCE. REST PANELS ON B. SHOP DRAWINGS: REQUIRED REQUIREMENTS OF CPSC 16 CFR PART 1201 FOR CATEGORY II MATERIALS. CIE UNITS (DELTA E BY A$TM D01244) AFTER 5 YEARS OUTDOOR SOUTH FLORIDA WEATHERING AT FLANGES OR INVERTED TEES WITH TILE UNITS FITTING NEATLY AGAINST BUTTING SURFACE AND SUPPORT BY C. SAMPLES: NOT REQUIRED C. FIRE -RESISTANCE -RATED WIRE GLASS: PROVIDE WIRE GLASS PRODUCTS THAT ARE IDENTICAL 70 THOSE 5 DEGREES FACING SOUTH, DETERMINED THE AVERAGE LEAST THREE WHITE SAMPLE$ WALL ANGLES. TESTED PER ASTM E 163 (UL 9) AND ARE LABELED AND LISTED BY UL OR OTHER TESTING AND MAXIMUM, O WITHOUT A PROTECTIVE FILM OR COATING TO ENSURE55VEILLONG TERM COLOR STABILITY. T L 1.02 QUALITY ASSURANCE INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICATION.1.03 2. THE EXTERIOR FAGS$ $HALL HAVE A PERMANENT GLASS VEIL EROSION BARRIER TO PROVIDE METAL SUSPENSION SYSTEM A. REGULATORY REQUIREMENTS: APPLICABLE CODE FOR PROVISIONS FOR THE PHYSICALLY HANDICAPPED, D. SINGLE SOURCE RESPON515ILTY : PROVIDE MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE MAXIMUM LONG TERM RESISTANCE TO REINFORCING FIBER EXPOSURE AND TO BE WARRANTED BY FACE A. PROVIDE SYSTEM AS MANUFACTURED BY DOW (USG). SUSPENSION SYSTEM SHALL BE EXPOSED TEE -GRID, PART 2 PRODUCTS OF GLAZING PRODUCT IDICATED, E. PROVIDE GLASS AND GLAZING THAT HAS BEEN PRODUCED, FABRICATED AND INSTALLED TO WITHSTAND SHEET MANUFACTURER AGAINST SAME FOR 25 YEARS. TEDLAR OR PLASTIC FILM OVERLAYS SHALL NOT DOUBLE WEB, INTERMEDIATE DUTY (ASTM C635), ELECTROGALVANIZED, COLD -ROLLED STEEL, 15/16 INCHES WIDE, CAPPED BOTTOM FLANGE. WHITE IN COLOR. SYSTEM TO INCLUDE ALL CROS$ TEES, BRIDGING TREES, 2.01 MANUFACTURER$/PRODUCTS NORMAL TEMPERATURE CHANGES, WIND LOADING, IMPACT LOADING, WITHOUT FAILURE INCLUDING LOSS OR BE ACCEPTABLE DETERENTS 70 HEATHER EXPOSURE. INTERSECTION CLIPS SPLICES, COMPLETE EXPOSED GRID SYSTEM. A SOURCE: BOBRICK, OR EQUAL BREAKAGE OF GLASS, FAILURE OF SEALMENTS OR GASKETS TO REMAIN WATERTIGHT AND AIRTIGHT, C. FLAMMABILITY: UL LISTED INTERIOR FACE SHEET SHALL HAVE A FLAME SPREAD RATING NO GREATER , BLAY OUT PATTERN IN ACCORDANCE WITH THE DRAWINGS, LEVELTRUE TO PLANEAND AT THE REQUIRED B. PANEL CONSTRUCTION: PLASTIC LAMINATE, COLOR AS SCHEDULED, PARTICLEBOARD CORE, DETERIORATION OF GLASS AND GLAZING MATERIALS, AND OTHER DEFECTS IN THE WORK THAN 20 AND SMOKE DEVELOPMENT NO GREATER THAN 200 (ASTM E-84). BURN EXTENT SHALL BE NO . , , ELEVATION. FRAME AROUND ALL OPENING$ IN CEILING LIGHTS AND GRILLES WITH MAN RUNNERS. HANGERS C. HEAD RAILS: ALUMINUM F. FIELD MEASURE ALL OPENIG$ OR AREAS TO RECEIVE GLASS AND GLAZING TO ASCERTAIN CORRECT FIT. GREATER THAN INCH (ASTM D035). FACES SHALL NOT DEFORM, DEFLECT OR DRIP WHEN SUBJECTED TO ARE TO BE SPACED AT 4'-0" ON CENTER MAXIMUM. PROVIDE ADDITIONAL HANGERS AS REQUIRED TO D. HARDWARE: HINGES, LATCH AND KEEPER, AND GOAT NOOK/BUMPER IMPROPERLY SIZED GLASS OR GLAZING SHALL BE REPLACED AT NO ADDITIONAL COST TO OWNER FIRE OR FLAME. SUPPORT LIGHT FIXTURES AND HVAC REGISTERS AND GRILLES AND INTERFERENCES OF DUCT WORK 2.02 FABRICATION 1.03 SUBMITALS D. APPEARANCE: EXTERIOR ACE SHEETS SHALL BE 910" THICKNITE IN IIFASHEETS D WHITE COLOR.NTERORCE SHALL BE �45" THICK AND WHITE IN DOLOR C. SECURES WIRES BY LOOPING AND WIRE -TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE A. URINAL SCREENS, VESTIBULE SCREENS, CONFIGURATION: WALL HUNG, BRACKET SUPPORTED. A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL DATA FOR EACH GLAZING MATERIAL, FABRICATED SCREWS, OR OTHER DEVICE$ APPROPRIATE FOR SUBSTRATE. SCREW ATTACH EDGE MOLDINGS TO B. PARTITION CONFIGURATION: CEILING MOUNTED GLASS PRODUCT REQUIRED AND SEALANT INCLUDED INSTALLATION AND MAINTENANCE INSTRUCTIONS, 2.02 GRID CORE SUBSTRATE AT INTERVALS NOT OVER I6 INCHES ON CENTER AND NOT MORE THAN 3 INCHES FROM ENDS. PERFORMANCE CRITERIA, ETC:. A. THE ALUMINUM I -BEAM SHALL BE 6063- T6 OR 6005- T5 WITH PROVISION FOR DIRECT MECHANICAL LEVEL GRID TO A TOLERANCE OF I/81NCH IN 12 FEET. PART 3 EXECUTION B. SAMPLES: SUBMIT, FOR VERIFICATION PURPOSES, 12 INCH SQUARE SAMPLE OF EACH TYPE OF GLASS INTERLOCKING OF MUNTIL-MULLION AND PERIMETER WIDTH OF I -BEAM SHALL BE NO LESS THAN 1/61NCH. 3.01 SCHEDULES INDICATED, INCLUDING MIRRORS, MOUNTING HARDWARE AND MATERIALS. THE I -BEAM GRID SHALL BE MACHINED TO TOLERANCES OF NOT GREATER THAN t.002". PANELS SHALL END OF SECTION 09511 A. ON DRAWINGS. C. CERTIFICATE: SUBMIT CERTIFICATES FROM RESPECTIVE MANUFACTURERS ATTESTING THAT GLASS AND WITHSTAND 1200 DEGREES F FIRE FOR MINIMUM ONE (1) HOUR WITHOUT COLLAPSE OR EXTERIOR FLAMING. GLAZING MATERIALS FURNUSHED FOR PROJECT COMPANY WITH REQUIREMENTS, INCLUDE ALL REQUIRED 2.03 ADHESIVE SECTION 09650 VINYL COMPOSITION TILE END OF SECTION 10155 WARRANTIES. A. THE LAMINATE ADHESIVE SHALL BE HEAT AND PRESSURE RESIN -TYPE ENGINEERED FOR STRUCTURAL GLASS MANUFACTURER SHALL SUBMIT A CERTIFIED LETTER STATING THAT ALL GLASS SIZE AND THICKNESS SANDWICH PANEL USE AN PASS TESTING REQUIREMENTS SPECIFIED BY THE INTERNATIONAL PART I GENERAL SECTION I0800 TOILET ACCESSORIES1. FOR ALL GLAZING OPENINGS MEET OR EXCEED THE WIND LOAD REQUIREMENTS AS SPECIFIED IN SECTION CONFERENCE OF BUILDING OFFICIALS "ACCEPTANCE CRITERIA FOR SANDWICH PANEL ADHESIVE." (A$TM PART I GENERAL 08410, ALUMINUM ENTRANCES AND STOREFRONTS, AND SECTION 08521, ALUMINUM WINDOWS. C-29D-1031, D-1002, D-512). 121 SUMMARY 1.01 'SUBMITTALS 124 DELIVERY, STORAGE AND HANDLING 2.04 PANEL SYSTEM CONSTRUCTION A•1, DIMENSION: 12" X 12" X 116". A. PRODUCT DATA: NON -REQUIRED A. PROTECT GLASS AND GLAZING MATERIALS DURING DELIVERY, STORAGE AND HANDLING 70 COMPLY WITH GRID PATTERN: STANDARD 121NCH x 241NCH SHOJI DESIGN. B. PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FINISH MATERIAL SCHEDULE. B. SHOP DRAWINGS: NON -REQUIRED MANUFACTURER'S DIRECTIONS AND AS REQUIRED TO PREVENT EDGE DAMAGE TO GLASS AND GLAZING ,A, B, "U" FACTOR: 29 FOR 12' PYRAMID:.53 FOR ALL OTHER SKYLIGHTS (NFRC-100). C. ADHESIVES' C. SAMPLES: NON -REQUIRED MATERIALS FROM EFFECTS OF MOISTURE INCLUDING CONDENSATION, OF TEMPERATURE CHANGES, OF C. ALL EXPOSED ALUMINUM BATTENS, FLASHING AND PERIMETER CLOSURE SYSTEMS SHALL RECEIVE I. PROVIDE WATERPROOF STABILIZED TYPE ADHESIVE AS RECOMMENDED BY THE MANUFACTURER OF THE PART 2 PRODUCTS DIRECT EXPOSURE TO SUN, AND FROM OTHER CAUSES. ARCHITECTURAL CORROSION RESISTANT FINISH WHICH MEETS THE PERFORMANCE REQUIREMENTS OF ANSI/ MATERIAL BEING INSTALLED. 201 MANUFACTURERS/ PRODUCTS B. STORE IN LOCATION TO PREVENT ANY DAMAGE. REPLACE GLASS OR GLAZING MATERIALS AT ANY POINT AAMA 6052, DOLOR TO BE SELECTED FROM MANIJFAG7URER'S STANDARD. 2. ASPHALT EMULSION AND OTHER NON -WATERPROOF ADHESIVES WILL NOT BE ACCEPTABLE. A. SEE DRAWINGS FOR SPECIFICATIONS DURING THE CONTRACT PERIOD AT NO COST TO OWNER D. CONCRETE SLAB PRIMER: IN NECESSARY, PROVIDE NON -STAINING TYPE AS REQUIRED AND AS 1.05 GUARANTEE PART 3 EXECUTION RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL BEING INSTALLED. PART 3 EXECUTION A. PROVIDE MINIMUM TEN (10) YEAR GUARANTEE FOR ALL GLASS PRODUCTS, INCLUDING GUARANTEE AGAINST A. THE MANUFACTURER -APPROVED INSTALLER SHALL ERECT, FASTEN AND SEAL THE TRANSLUCENT SKYLIGHT E. CONTRACTOR TO BE RESPONSIBLE TO GIVE NEW FLOORING AN INITIAL WAXING PRIOR TO SPACE BEING 321 SCHEDULES SILVER SPOILAGE OF ALL MIRRORS, PERFORMANCE OF GLAZING SEALANTS, TEC. SYSTEM IN STRICT ACCORDANCE WITH APPROVED SHOP DRAWINGS. ALL ALUMINUM SHALL BE CLEANED OCCUPIED. A. COORDINATE WITH DRAWINGS. BEFORE SEALANTS ARE APPLIED. PAR 2 PRODUCTS B. AFTER OTHER TRADES HAVE COMPLETED WORK ON ADJACENT MATERIAL, CAREFULLY INSPECT 1.02 yyINYL COVE BASE END OF SECTION 10800 291 GLASS TRANSLUCENT SKYLIGHT INSTALLATION AND MAKE ADJUSTMENTS NECESSARY TO INSURE PROPER A. DIMENSION: 41NCH. A. PROVIDE GLASS TYPES AND THICKNESS AS PER DRAWINGS AND WINDOW SCCEDULE: INSTALLATION AND WEATHER -TIGHT CONDITIONS. B PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FINISH MATERIAL SCHEDULE. SECTION IOWO MISCELLANEOUS SPECIALTIES FLOAT (OR "PLATE"): COMPLY WITH FEDERAL SPECIFICATION DD-G-451. CLEAR WIRE GLASS: COMPLY WITH END OF SECTION 08921 FEDERAL SPECIFICATION DD-G-451. FIGURED AND PATTERN GLASS: COMPLY WITH FEDERAL SPECIFICATION END OF SECTION 099>50 PART I GENERAL B. SUBJECT TO COMPLIANCE WITH ALL REQUIREMENTS, THE FOLLOWING MANUFACTURERS OFFER PRODUCT Q �y� Q' ' Q DIVISION 9 FIN181�E6 SECTION 09900 PAINTING 10t RELATED DOCUMENTS A. REQUIREMENTS OF DIVISION I APPLY TO ALL WORK HEREUNDER, WHICH MAY BE INCORPOATED IN THE WORK: PART 1 GENERAL SECTION 03110 METAL SYSTEMS I. TINTED GLA55: a. PPG-INDUS7IES, INC. SOLARGRAY COMMERCIAL INSULATING GLASS I -INCH UNITS WITH 1/2-INCH 101 GENERAL 1.02 SCOPE A. PROVIDE MISCELLANEOUS SPECIALTIES AND RELATED ITEMS A$ REQUIRED TO COMPLETE WORK AIRSPACE AND 1/4-INCH LITES, INTERIOR LITE CLEAR. METAL STUDS A. IT 1$ THE INTENT OF THIS SPECIFICATION TO PRODUCE A PREMIUM JOB, WHICH WILL PROVIDE THE MAXIMUM INDICATED ON DRAWINGS AND SPECIFIED HEREIN. 2. WIRE GLASS: DURABILITY, WHICH CAN REASONABLY BE EXPECTED FROM A PAINTED SURFACE. a. FIRELITE. A. AT INTERIOR METAL STUD PARTITION$, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, PROVIDE STANDARD B. "PAINT' INCLUDES COATING SYSTEMS MATERIALS, PRIMERS, EMULSIONS, ENAMELS, STAINS, SEALERS, AND 1,03 QUALITY ASSURANCE 3. CLEAR FLOAT GLASS: PUNCH STEEL STUD$ OF THE SIZES SHOWN ON THE DRAWINGS, EITHER HOT -DIP GALVANIZED OR FACTORY FILLERS, AND OTHER APPLIED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FINISH COAT. A. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF SHOP DRAWINGS a. PPG INDUSTRIES, INC. PRE -PAINT: 25 GA. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, 20 GA. AT ALL DOOR OPENINGS. C. SPECIFIED PRODUCTS BELOW ARE MANUFACTURED BY SHERWIN WILLIAMS, EXCEPT WHERE OTHER AND FABRICATION WHERE NECESSARY TO ENSURE PROPER FITTING OF WORK. b. FORD GLASS DIVISION. B. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACK$, CLIPS, MANUFACTURERS ARE INDICATED, AND ESTABLISH A STANDARD OF QUALITY. EQUIVALENT PRODUCTS OF B. B. INSERTS AND ANCHORAGE'$: FURNISH INSERTS AND ANCHORING DEVICES WHICH MUST BE SET IN CO. ANCHORS, FASTENING DEVICES, SOUND ATTENUATION PENCIL RODS AND RESILIENT CLIPS, AND OTHER OTHER ACCEPTABLE MANUFACTURERS MAY NOT BE USED UNLESS APPROVED BY ARCHITECT. CONCRETE OR MASONRY FOR INSTALLATION OF UNIT. PROVIDE SETTING DRAWINGS, TEMPLATES, c. MANUFACTURERS WHOORD G. OTHER MANUFACTURERS WHO PROVIDE SIMILAR PRODUCTS, SUBJECT TO COMPLIANCE WITH ALL ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE D. PROVIDE BEST GRADE AND QUALITY MATERIALS AND PRODUCTS MANUFACTURED BY SHERWIN WILLIAMS. INSTRUCTIONS AND DIRECTIONS FOR INSTALLATION OF ANCHORAGE DEVICES. COORDINATE DELIVERY WITH OTHER WORK TO AVOID DELAY. REQUIREMENTS, MAY BE APPROVED WITH COMPLETE DATA SUBMITTAL AND ARCHITECT APPROVAL PRIOR MANUFACTURER OF THE STEEL STUDS USED . MATCH COLORS AS INDICATED ON THE DRAWINGS. USE PREMIXED PAINTS INSOFAR A$ POSSIBLE. THIN ONLY TO BIDDING IN ACCORDANCE WITH DIVISION 1. C. MEET OR EXCEED MINIMUM REQUIREMENT$ OF FEDERAL SPEC, 00-6-698 AND FEDERAL SPEC. QQ-5-115D, AS PERMITTED ANY MANUFACTURER'$ LABEL INSTRUCTIONS, AND AVOID UNNECESSARY THINNING. PART 2 PRODUCTS p. INSULATING GLASS: COMPLY WITH ASTM E-113, ASTM E-114. SEALED INSULATING UNIT$ FABRICATED FROM CLASS D D. E. PROTECT FINISHED SURFACES, WORK OF OTHER TRADES, AND PROPERTY OF THE OWNER FROM DAMAGE AND 2.01 MANUFACTURERS/PRODUCTS TWO PANE$ OF GLASS WITH AIR SPACE BETWEEN. GLASS THICKNESS AND HEAT STRENGTHENING TO BE METAL TRIM DEFACEMENT. COVER FLOORS AND FIXED EQUIPMENT WITH DROP CLOTHS. A. MFRS' NAMES AND PRODUCT NUMBERS LISTED IN SPECIALTIES SCHEDULE ARE FOR DESCRIPTIVE DETERMINED BY MANUFACTURER FOR WIND LOADING CONDITION. INSULATING GLASS WARRANTY: 10 YEARS, A. FORM FROM GALVANIZED STEEL NOT LIGHTER THAN 26 GAUGE, COMPLYING WITH FEDERAL SPEC QQ-$-115, F. PREPARE SURFACES ACCORDING TO PAINT MANUFACTURER'S INSTRUCTIONS. EXAMINE FACTORY FINISHED PURPOSE AND ALL, UNLESS SPECIFICALLY PROHIBITED THEREIN, SHALL BE SUBJECT CLASS D. AND PRIMED SURFACES TO BE PAINTED, AND VERIFY COMPATIBILITY OF EXISTING MATERIAL WITH PAINT TO TO REQUESTS FOR APPROVAL FOR EQUAL PRODUCTS IN CONFORMANCE WITH SECTION 01600. 222 MANUFACTURERS / PRODUCTS B. CASING BEADS: U.S.G. "200-13. BE APPLIED. APPLY PAINT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS A. FLOAT GLASS (TYPE FG-A): CLEAR, 1/4 INCH THICK, MINIMUM. END OF SECTION 09110 ONLY TO SURFACES WHICH ARE THOROUGHLY DRY, SMOOTH, EVEN, CLEAN, FREE OF DUST AND PROPERLY PART 3 EXECUTION SAFTEY GLASS (TYPE FG-B): CLEAR, FULLY TEMPERED 1/4 INCH THICK, MINIMUM. PREPARED TO RECEIVE THE INTENDED FINISH. 3.01 INSTALLATION LOW E GLASS (TYPE FG-F): FLOAT TYPE, TEMPERED, CLEAR, COATING ON INNER SURFACE. SECTION 09250 GYPSUM WALL50ARD 1.02 PAINTING A. INSTALLATION OF MISCELLANEOUS ITEMS SHALL BE IN COMPLIANCE WITH MFR'S CURRENT PRINTED MIRROR GLASS (TYPE FG-H): CLEAR TEMPERED SAFTEY TYPE WITH COPPER AND SILVER COATING, SQUARE PART 1 GENERAL A. ACCEPTABLE MATERIALS RECOMMENDATIONS AND AS MAY BE SHOWN ON DRAWING$ AND SPECIFIED HEREINAFTER. EDGES. 1.01 GENERAL 1. ALL PAINTING TO BE SCHEDULED IN THE FINISH SCHEDULE. PART 4 SPECIALTIES PART 3 EXECUTION A. GYPSUM WALLBOARD WORK SHALL CONFORM TO THE GYPSUM ASSOCIATION "RECOMMENDED 2. MANUFACTURE: BEHR 3.01 PRECONSTRUCTION SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD." B. UNDERCOAT$ AND THINNER$ 401 MISCELLANEOUS SPECIALTIES SCHEDULE A. EXAMINE JOB CONDITIONS AND VERIFY THAT ALL ARE SATISFACTORY FOR SPEEDY AND ACCEPTABLE WORK. B. EXAMINE SUBSTRATES TO WHICH DRY WALL CONSTRUCTION ATTACHES OR ABUTTS, PRESET HOLLOW METAL I. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER A. PROVIDE FOLLOWING ITEMS: I. AL KITCHEN EQUIPMENT B. CLEAN AND PREPARE GLAZING SUPPORT MATERIALS ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND FRAMES, CAST-IN-ANCOR$, AND STRUCTURAL FRAMING FOR COMPLIANCE WITH REQUIREMENTS FOR OF FINISH COAT. a. RERATOR a. REFRIGERATOR - STANDARDS OF THE GLASS ASSOCIATION OF NORTH AMERICA GLAZING MANUAL. INSTALLATION TOLERANCE AND OTHER CONDITIONS AFFECTING PEFFORMANCE OF DRY WALL CONSTRUCTION. 2. USE ONLY THINNERS RECOMMENDED BY THE PAINT MANUFACTURER AND USE ONLY - IUCOLO RE MODEL NO. 9842, IS CU. FT. REFRIGERATOR/FREEZER WITH AUTOMATIC ICE MAKER C. INSPECTION AND CLEANING SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING: GLEAN DIRT OR FOREIGN DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. THE RECOMMENDED LIMITS. COLOR -WHITE ON WHITE. MATERIALS FROM CHANNELS, STOPS, RABBETS, SETTING BLOCKS, SPACERS, ECT. REMOVE NON- PERMANENT C. DO NOT TAPE AND FINISH GYPSUM BOARD WHEN THE TEMPERATURE IS BELOW 60 DEGREES FAHRENHEIT. C. COLOR SCHEDULES B. MICROWAVE PROTECTIVE COATINGS. WIPE SURFACES CLEAN IMMEDIATELY PRIOR TO ADDING PRIMER TAPES OR GLAZING THE TEMPERATURE OF THE ROOMS SHALL BE HELD AT 60 DEGREES FAHRENHEIT FOR 48 HOURS BEFORE I. PROVIDE PAINTING AS SCHEDULED IN THE FINISH MATERIALS SCHEDULE. I. KENMORE MODEL N0.20-69301. COMPOUNDS. APPLY PRIMER TO SURFACES AS REQUIRED TO RECEIVE GLAZING COMPOUNDS. TAPING AND FINISHING IS TO BEGIN. MAINTAIN 60 DEGREES FAHRENHEIT DURING AND AFTER INSTALLATION. a . GYPSUM DRYWALL, USE: 3.02 INSTALLATION VENTILATES A$ REQUIRED TO REMOVE EXCESS HUMIDITY, 1. I. FIRST COAT - PIGMENTED PRIMER/SEALER ENOF SECTION 10950 D A. INSPECT FRAMING BEFOER INSTALLATION AND PROVIDE WRITTEN REPORT OF ANY CONDITIONS THAT MIGHT 1.02 GYPSUM WALLBOARD A. GYPSUM WALLBOARD SHALL BE MANUFACTURED BY U.S. GYPSUM. WALLBOARD 1$ TO MEET. ASTM C36-84A 2. SECOND COAT -ACRYLIC LAATTEX EENAM ENAMEL INTERFERE WITH SATISFACTORY INSTALLATION. AND $5-L-30d 112 INCHES THICK, 48 INCHES WIDE WITH TAPERED EDGES. 3. THIRD COAT - ACRYLIC LATEX ENAMEL b. ON FERROUS METAL, USE: may' ��yy � DIVISION �� N� B. INSPECT ALL GLASS IMMEDIATELY BEFOER INSTALLATION. REJECT ANY UNLABELED, EDGE -DAMAGED, B. AT FIRE RATED PARTITIONS INSTALL WALLBOARD TO MEET SEPARATE REQUIREMENTS, USE TYPE III, GRADE 1. FIRST COAT - RUST INHIBITIVE ALKYD METAL PRIMER LKbiI SCRATCHED, OR MIS -SIZED PIECES. LEAVE MANUFACTURER'S LABEL$ ATTACHED UNTIL THE ARCHITEC X CLASS I, 5/8 INCHES THICK FIRE RETARDANT WALLBOARD. DIRECT$ THAT THEY CAN BE REMOVED. C. INSTALL GYPSUM BOARD WITH TRUE, EVEN SURFACES AND STRAIGHT, SHARP CORNERS. USE FULL LENGTH 2. SECOND COAT - SEMI -GLOSS ALKYD ENAMEL 3. THIRD COAT - SEMI -GLOSS ALKYD ENAMEL C. INSTALL AS PER MANNFAGTURER'S INSTRUCTIONS AND THE STANDARDS OF THE FLAT GLASS MARKETING BOARDS WHERE POSSIBLE. END JOINT$ ON THE SAME SIDE OF A WALL SHALL BE STAGGERED AND JOINTS c. ON WOOD DOORS, USE: NONE SPECIFIED ASSOCIATION. ON OPPOSITE SIDE SHALL NOT OCCUR OVER THE SAME SUPPORT. DO NOT LOCATE NORMAL END JOINTS AT I. FIRST COAT - STAIN (SEE FINISH SCHEDULE) D. MAINTAIN THE HIGHEST STANDARDS OF INSTALLATION AND CONSISTENCY IN APPLICATION AND EDGE OF OPENINGS. FORM JOINTS NEATLY. BUTT BOARDS TOGETHER BUT DO NOT FORCE INTO PLACE. DO APPEARANCE, INSTALL SETTING BLOCKS AND SPACERS, GASKETS, AND FELTS EXACTLY AS DIRECTED BY NOT BUTT EDGE$ AGAINST TAPERED EDGES. NO JOINT SHALL HAVE A GAP GREATER THAN 1/4 INCH. 2. SECOND COAT - STAIN (SEE FINISH SCHEDULE) MANUFACTURER. SUPPORT GLASS FIRMLY AND EVENLY WITH SETTING BLOCKS. KEEP GLASS COMPLETELY INSTALL _ D. IN GENERAL, INSTALL GYPSUM BOARD ON CEILING BEFORE WALLS. CONSTRUCT CEILINGS WITH LONG 3. THIRD COAT - VARNISH LOW SHEEN "RUBBED EFFECT" `) DIVISION ��URNISNINICS SEPARATED FROM ANY MATERIAL OTHER THAN CUSHIONING STOPS, SPACER$, GASKETS, ETC. DIMENSION OF GYPSUM BOARD APPLIED AT RIGHT ANGLES TO SUPPORT. GLASS TO MAINTAIN UNIFORM APPEARANCE IN SURFACES. DO NOT VARY GLAZING MATERIALS EXCEPT AS E. SCREW GYPSUM BOARD TO FRAMING WITH SCREW$ NOT OVER 8 INCHES ON CENTER FASTEN GYPSUM END OF SECTION 09900 APPROVED OR DIRECTED BY THE ARCHITECT. BOARD BEGINNING AT THE CENTER AND WORK TOWARDS OUTER EDGES. HOLD BOARD FIRMLY AGAINST SECTION OSWO STUCCO FINISH E. INSTALL SEALANTS TO PROVIDE COMPLETE BOND AND TO ASSURE WATER WILL WASH AWAY FROM GLASS. WOOD FRAMING WHILE FASTENING. FASTENERS AT EDGES OF BOARDS SHALL BE 1/2 INCH FROM THE EDGE. NONE SPECIFIED PROVIDE PRECISE MITER GUTS OR OTHER DIRECT JOINTS WHERE DETAILED. SEAL MITER JOINTS AND F. OPENINGS FOR ELECTRICAL DEVICES, PIPING, GRILLS, AND REGISTERS SHALL BE ACCURATELY LOCATED PART I GENERAL OTHER JOINTS SO THEY ARE COMPLETELY AIRAND WATER TIGHT. AND NEATLY MADE TO CLOSELY FIT THE DEVICES AND BE COMPLETELY COVERED BY PLATES AND 3.03 PROTECTION AFTER INSTALLATION ESCUTCHEONS. 1.01 SUMMARY A. PROTECT GLASS AFTER INSTALLATION WITH SAFTEY STRIPS AND WARNING MARKERS. KEEP SAFTEY STRIPS 123 TRIM PIECES A. MATERIALS AND INSTALLATION OF CEMENT STUCCO ON HOLLOW MASONRY, EXTERIOR GRADE PLYWOOD AND METAL LATH ALSO FURNISH AND INSTALL METAL, LATH, STUCCO WRAP AND ACCESSORIES, DIVISION 13 SPACIAL CONSTR�,ICt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may' DIVISION �� CONVEYING-2 SYSTEMS gg C. PROVIDE OWNER WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING. B. APPLY MATERIALS IN STRICT ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS. FILL JOINTS WITH JOINT COMPOUND, EMBED PERFORATED TAPE AND APPLY A SKIM COAT OF JOINT COMPOUND OVER TAPE. B. STUCCO WRAP STRUCTURAL METAL LATH AND ACCESSORIES, SUCH AS CORNER BEAD, CONTROL JOINTS, ETC. 305 REPAIR AND REPLACEMENT A. REMOVE AND REPLACE ANY DAMAGE GLASS AND GLAZING, INSTALL, PROTECT, AND CLEAN APPLY TWO ADDITIONAL COAT$ OF JOINT COMPOUND ALLOWING AT LEAST 24 HOURS BETWEEN EACH COAT, REPLACEMENT GLASS AS SPECIFIED ABOVE. SAND EACH COAT. FINISH SURFACES SHALL BE UNIFORMLY SMOOTH, TRUE AND IN 5ATI5FACTORY CONDITION NONE SPECIFIED TO RECEIVE PAINT. END OF SECTION 06600 END OF SECTION 09250 REVISIONS BY .fi u ' L 00 N "-^ d au 'g ti o ' r`2 U- U o ro O U N .L d E ~ r-• C ti , "--� E ti cV co a d m; 9 cm, _ O k 9 _j C Z O C J N U-) C .:3 O M M m J E >. O Q (/') C, C 0U •O v O Ii 0 v v vi (1) t O � O Q O Q m L a z p n Ld LL Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet N 3 H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.Al04-Architectural\N123 - SPECS.dwg, 2/8/2018 4:26:06 PM, JSimon, Xerox 6604 PS.pc3 STRUCTURAL NOTES MISCELLANEOUS 20. REINFORCING BAR COVER (UNLESS NOTED OTHERWISE): 3. ALL CONNECTIONS TO BE DOUBLE ANGLE FRAMED BEAM CONNECTION PER AISC UNLESS NOTED a) FOOTINGS 3' OTHERWISE, ALL BOLTS TO BE 3/4' DIAMETER UNLESS NOTED OTHERWISE• SHOP CONNECTIONS 5, MINIMUM FASTENING OF ROOF DECK WITH (7) 5/8' DIA, PUDDLE WELDS AT EA, SUPPORT AND b) SLABS 3/4' (INTERIOR) 1-1/2' (EXTERIOR) MAY BE WELDED OR BOLTED, WELDS ARE TO BE EQUAL IN STRENGTH TO BOLTS. ALL FIELD (7) #10 TEK SCREW SIDELAP FASTENERS EQUALLY SPACED. SEE PLANS FOR ADDITIONAL 1, THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL d BEAMS AND COLUMNS 1-1/2' CONNECTIONS ARE TO BE BOLTED WITH ASTM A325N OR A490 BOLTS (BEARING TYPE BOLTS WITH FASTENING. CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL THREADS IN THE SHEAR PLANE) INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS. DOCUMENTS. 21. CONCRETE SHALL_ BE PLACED WITHIN 90 MINUTES OF BATCH TIME, ALL BOLTS SHALL BE TIGHTENED SNUG TIGHT UNLESS OTHERWISE NOTED, DESIGN CONNECTIONS 6• MINIMUM FASTENING AT BUILDING PERIMETER OF DECK SHALL BE 5/8' DIAMETER PUDDLE WELDS FOR THE LARGER OF EITHER THE SHEAR SHOWN ON THE DRAWINGS, (INDICATED AS 'V =K' AT AT 6' O,C, 2• CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE 22. WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, LENGTH OF HOOK, IF REQUIRED, IS NOT ENDS OF MEMBER) OR 55% OF THE MAXIMUM SHEAR (V IN KIPS) LISTED IN THE TABLES FOR SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED, THIS INCLUDES, BUT IS INCLUDED, 'ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED' AT THE BOTTOM OF 7, INSTALL ALL DECKING 3 SPAN CONTINUOUS• NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING,SHORING, GUYS OR EACH PAGE IN THE 'PROPERTIES AND REACTION VALUES', PART 2 OF THE LATEST EDITION OF TIE -DOWNS THAT MAY BE NECESSARY, SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN 23. PROVIDE COMMERCIAL FORM COATING COMPOUNDS THAT WILL NOT BOND, STAIN, OR ADVERSELY THE AISC 'MANUAL OF STEEL CONSTRUCTION', 8. MINIMUM FASTENING OF COMPOSITE FLOOR DECK WITH (4) 5/8' DIA•PUDDLE WELDS AT THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT, AFFECT CONCRETE SURFACES. WET FORMS BEFORE PLACING CONCRETE, EA. SUPPORT AND #10 TEK SCREW SIDELAP FASTENERS AT 36' O.C. MAX, SEE PLANS FOR 4, SIZE AND USE OF HOLES: SEE AISC TABLE J3, 3 U• N, O, ADDITIONAL FASTENING, 3. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED, CONTRACTOR 24, ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS. a) OVERSIZED OR LONG -SLOTTED HOLES ARE NOT PERMITTED U.N.O. MAXIMUM HOLE IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION, DIAMETER = BOLT DIAMETER + 1/16'. 9• USE WELD WASHERS FOR ALL DECKING 24 GA. AND THINNER. 25. REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVAL OF b) LARGER HOLES ARE PERMITTED IN STANDARD COLUMN BASE PLATES. MAXIMUM HOLE 4. APPLICABLE BUILDING CODES FORMS, EXCEPT WHERE REINFORCING IS VISIBLE. CONTACT STRUCTURAL ENGINEER FOR DIAMETER = BOLT DIAMETER + 3/8'. HARDENED WASHERS, TO COVER THE LARGER HOLE, 10. DONUT HANG OR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT, CEILINGS, ETC. FROM FLORIDA BUILDING CODE 6th EDITION (2017) - BUILDING. EVALUATION OF EXPOSED REINFORCING. SHALL BE PROVIDED. METAL DECKING d SLOTTED HOLES: A PLATE WASHER OR A CONTINUOUS BAR WITH STANDARD HOLES, HAVING 5. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE APPLICABLE BUILDING 26• PROVIDE 3/4' CHAMFERS ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS A SIZE SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION, AND A MIN, 11. ALL ROOF DECK OPENINGS 12' DIAMETER OR LARGER ARE TO HAVE SUPPORT ANGLES PER CODE, NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS, OF 5/16' THICK SHALL BE PROVIDED, TACK WELD NUT TO BOLT AFTER ERECTION, TYPICAL DECK OPENING DETAIL, INCLUDING OPENINGS FOR ROOF SUMP PANS, 6, DESIGN LOADS (U•N•O•)1 27• PROVIDE CORNER BARS AT ALL BEAM AND WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS. 5, ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER (WITHIN THE MILL 12. SUBMITTALS; CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING LAYOUT OF DECK, TOLERANCE) LOCATED ABOVE THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS, TYPE OF DECK, ALL CONNECTIONS INCLUDING END WELDS, SEAM WELDS, INTERMEDIATE WELDS, AREA SUPERIMPOSED LIVE LOAD 28, SUBMITTALSi AND ALL ACCESSORY MATERIAL SUCH AS CLOSURES, SUMPS FOR DRAINS, ETC, OFFICE 65 PSF (50 PSF +15 SUPERIMPOSED) a) SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO CONSTRUCTION, INCLUDING BACKUP 6. VERIFY THE EXACT SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS FOR MECHANICAL LOBBIES, PUBLIC, MISC. 100 PSF DATA IN ACCORDANCE WITH ACI 301-CURRENT EDITION CHAPTER 4, SECTION 4.2.3, EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF MATERIALS, 13• A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY INSPECT ALL DECK WELDS STORAGE 125 PSF EXCLUDING SECTION 4, 2, 3, 4B, AND FASTENERS. MECHANICAL 150 PSF b) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING 7• SHOP PAINT - METAL ALKYD -OIL PRIMER, ANY OF THE FOLLOWINGI ROOF 20 PSF NUMBER, SIZE, AND LOCATION, INCLUDE BAR LISTS AND BEND DIAGRAMS. SEE ARCHITECT FOR PREFERRED COLOR, COLD -FORM STEEL FRAMING 29, ALL BUILDING AND SITE SLABS -ON -GRADE SHALL BE AT LEAST 4' THICK, REINFORCED WITH MANUFACTURER DESIGNATION AREA DEAD LOAD 6X6-W1, 4 X W1•-4 W, W F, , ON 10 MIL VAPOR BARRIER, WITH SAW -CUT CONTROL JOINTS 15,-0' PORTER NO, 298 FLOOR 60 PSF (45 PSF +15 SUPERIMPOSED) O•C• EACH WAY INCLUDING HOUSEKEEPING PADS AS REQUIRED, SEE PLANS FOR OTHER MOBILE NO. 13F812 1• ALL STEEL FRAMING SHALL CONFORM TO 'THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED ROOF (JOISTS) 25 PSF CONDITIONS, TINEMEC NO, 1009 STEEL STRUCTURAL MEMBERS', LATEST EDITION, BY THE AISI• ROOF (TRUSSES) 30 PSF AMERON NO. 5102 AMERCOAT 30, STEP AND SLOPE ALL WALKWAYS AWAY FROM THE BUILDING. 2, WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SHOP PAINT ALL SURFACES OF STEEL EXCEPT ANCHOR BOLTS AND SOCIETY, AWS DI, 3. 7• DESIGN WIND VELOCITY = 139 MPH (ULTIMATE) SURFACES TO BE FIELD WELDED, APPLY PAINT IN ACCORDANCE WITH 108 MPH (ASD) MASONRY AND IN 3. ASTMSTEEL, CARBON AND SUFFICIENTSVOLUMEELD OR COATSATOTENANCE PROVIDEPAIMINIMUM DRY FILM HIGH STRENGTHTLOW-ALLOOPEHOTICATION ROLLEED SHHEETEANDACOLLDQROLLLEDNTS SHEET. 8. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT THICKNESS OF AT LEAST 3 MILS BUT NOT MORE THAN 5 MILS. SCALE DRAWINGS• 1• HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE II, 4• ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCED IN LIGHT GAUGE STEEL MINIMUM NET COMPRESSIVE UNIT STRENGTH = 1900 PSI. (NET AREA COMPRESSIVE MASONRY 8, SURFACE PREPARATION - PREPARE STEEL SURFACE IN ACCORDANCE WITH SSPC-SP3 POWER TOOL FRAMING INSTALLATION. 9, CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS• STRENGTH f'm = 1500 PSI). CLEANING. ANY METHOD IN CONFORMANCE WITH AN SSPC SPECIFICATION OF HIGHER QUALITY THAN LISTED WILL BE ACCEPTABLE, AT OPTION OF CONTRACTOR, WHEELABRATOR MAY BE USED 5• WHERE STEEL FRAMING MEMBERS ARE COMPONENTS OF ASSEMBLIES INDICATED FOR A 10• SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN• ALLOW FOR TWO WEEKS REVIEW TIME AFTER 2• MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270 (PROPORTION OR PROPERTY FOR PREPARATION OF STEEL SURFACES, PROVIDING RESULTANT SURFACE IS EQUAL IN ALL FIRE -RESISTANCE RATING, INCLUDING THOSE REQUIRED FOR COMPLIANCE WITH GOVERNING RECEIPT OF SUBMITTALS BY THIS FIRM. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY SPECIFICATION). RESPECTS TO THOSE REQUIRED. REGULATIONS, PROVIDE MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES THE GENERAL CONTRACTOR AND SIGNED/SEALED BY THE SPECIALTY ENGINEER, WHERE SPECIFIED HAVING JURISDICTION. HEREIN• 3• COARSE GROUT SHALL CONFORM TO ASTM C476 9, A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS. a) 3000 PSI AT 28 DAYS. a) VISUALLY INSPECT ALL STEEL MEMBERS AND CONNECTIONS, WELDS SHALL BE INSPECTED 6, PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTING AND DAMAGE, DELIVER TO 11, CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN b) 3/8' MAXIMUM AGGREGATE. BY CERTIFIED WELDING INSPECTOR. PROJECT SITE IN BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE AND GRADE, STORE SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW THEREOF, d 8' - 11' SLUMP, b) TEST 50 PERCENT OF FULL PENETRATION WELDS. OFF GROUND IN A DRY VENTILATED SPACE OR PROTECT WITH SUITABLE WATERPROOF COVERINGS• 4. CODES AND STANDARDS: 10. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL 7, WITH EACH TYPE OF STEEL FRAMING REQUIRED, PROVIDE MANUFACTURER'S STANDARD STEEL SITE WORK ACI 530/ASCE 5 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' ENGINEER, AND GENERAL CONTRACTOR. RUNNERS (TRACKS), BLOCKING, LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, ACI 530.1/ASCE 6 'SPECIFICATIONS FOR MASONRY STRUCTURES' FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS 11, STRUCTURAL STEEL SHAPES, TEES - ASTM A99E INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM, 1• A SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT SITE BY UNIVERSAL 5 A REINFORCED MASONRY TIE BEAM SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE ENGINEERING SCIENCES, INC, SOIL BORING LOGS AND SITE PREPARATION PROCEDURES ARE STRUCTURAL DRAWINGS AT EACH FLOOR, THE ROOF, AND AT TOP OF ANY PARAPET WALL, USE 12. STRUCTURAL STEEL ANGLES, CHANNELS, PLATES, BARS - ASTM A36, 8, FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY SHEET STEEL WITH A INCLUDED IN THE PROJECT SOILS REPORT, DATED JULY 17, 2012. WHICH IS AN INTEGRAL GALVANIZED MESH -TYPE CELL CAPS, PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH MINIMUM YIELD POINT OF 50,000 PSI FOR STUDS, AND 33,000 PSI FOR RUNNERS; ASTM A653• PART OF THESE CONTRACT DOCUMENTS, HORIZONTAL BARS. 13• STRUCTURAL STEEL TUBING - ASTM A500 GRADE B. 9, SCREWS SHALL BE AS RECOMMENDED BY MANUFACTURER, 2, ALL SITE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT. 6, UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE AS FOLLOWS: 14• ANCHOR BOLTS - ASTM F1554 GRADE 36. a) FLOOR LEVELS: 8' X 16' MINIMUM WITH (2) #5 TOP AND BOTTOM, AND #3 CLOSED 10. PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS COMPLYING WITH ASTM A525 WITH 3. DESIGN SOIL BEARING PRESSURE = 2000 PSF. STIRRUPS AT 24' D.C. 15• NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLESS SHOWN ON A G60 COATING, b) ROOF LEVEL: 8' X 16' MINIMUM WITH (1) #5 TOP AND BOTTOM, IN GROUTED KNOCK -OUT APPROVED SHOP DRAWINGS. 4, A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: BLOCKS. 11, PROVIDE MANUFACTURER'S STANDARD STRUCTURAL 'C' SHAPED STEEL STUDS OF SIZE, SHAPE, a) ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF COMPACTED SUBGRADE AND d TOP OF PARAPET: (1) #5 BAR IN GROUTED KNOCK -OUT BLOCKS. 16• STEEL STAIRS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD BY A LICENSED ENGINEER, AND GAUGE INDICATED, WITH A NOMINAL 1-5/8' FLANGE AND MINIMUM 1/2' FLANGE RETURN COMPACTED FILL. RETAINED BY THE STEEL FABRICATOR, LIP BY UNI MAST, INC. DR PRIOR APPROVED EQUAL b) ONE DENSITY TEST AT EACH COLUMN FOOTING. 7, VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS. FILL CELLS WITH COARSE d ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO FOOTING AND ROOF TIE 17. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL 12, ALL FRAMING MEMBERS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT ALL LIVE, BEAM, LAP SPLICE VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR LEVEL STEEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, CONNECTION DETAILS, DEAD, AND WIND LOADS, PLUS ANY CONCENTRATED LOADS SHOWN ON THE DRAWINGS• 5• ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL UNLESS NOTED OTHERWISE• MAINTAIN VERTICAL REINFORCING SHOWN ON PLANS ABOVE AND WELDS, BOLTS, ETC., AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL ENGINEER, AND GENERAL CONTRACTOR, BELOW MASONRY OPENINGS EXCEEDING 6'-0' CLEAR, CONTINUE FOUNDATION DOWELS BELOW ALL FRAMING, ALL CONNECTIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BY THE 13. THE EXTERIOR WALL SYSTEM SHALL BE DESIGNED TO WITHSTAND BOTH POSITIVE AND NEGATIVE MASONRY OPENINGS• DETAILER AND SUBMITTED ON SHOP DRAWINGS, SIGNED AND SEALED BY A REGISTERED FLORIDA WIND PRESSURE WITH A MAXIMUM DEFLECTION BASED UPON THE APPLICABLE CODE AND MATERIAL 6, THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL, ENGINEER• STEEL STAIRS SHALL ALSO BE SUBMITTED ON SEALED DRAWINGS. REQUIREMENTS OF THE VENEER, BUT SHALL NOT EXCEED L/360 U.N,O. CLEAN, AND STABLE; OTHERWISE, PLYWOOD FORMS MUST BE USED, 8, VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT 8'-0' 0. C• MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2' FROM MASONRY, THE CLEAR DISTANCE 18• NON -SHRINK GROUT SHALL BE: NONMETALLIC SHRINKAGE -RESISTANT GROUT, PREMIXED, 14. FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS PRIOR TO ERECTION• FABRICATE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1'. CENTER BARS NONMETALLIC, NONCORROSIVE, NONSTAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PANELS PLUMB, SQUARE, TRUE TO LINE AND BRACED AGAINST RACKING WITH JOINTS WELDED, CAST IN PLACE CONCRETE IN WALLS U.N.O. POORTLANSRKCEECRDMATING AGENTS, PLASTICIZING AND WATER -REDUCING PERFORM LIFTING OF PREFABRICATED PANELS IN A MANNER TO PREVENT DAMAGE OR CCDEMENT,GWTHC621 AGENTS,9, ALL GROUTED/REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL 1, CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 OR DEBRIS. REMOVE ANY FOREIGN MATERIAL FROM FILL CELLS, INCLUDING POLYSTYRENE 19. NO FIELD WELDING OF GALVANIZED MEMBERS IS PERMITTED• 15. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED OR WRITTEN DAYS: INSULATING INSERTS, PRIOR TO GROUT POUR. INSTRUCTIONS AND RECOMMENDATIONS, UNLESS OTHERWISE INDICATED, a) FOOTINGS, SLAB -ON -GRADE, SLAB FILL •,,,,.•• „ •,3000 PSI 20, ERECTION b) MASONRY WALL TIE BEAMS..,.. „ ...............•,3000 PSI 10. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS a) BEFORE ERECTION, THE CONTRACTOR IS TO REMOVE ALL MUD, DIRT OR OTHER FOREIGN 16. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUD DEPTH. ALIGN TRACKS ACCURATELY TO d COLUMNS, WALLS, BEAMS, SLABS .................. 4000 PSI OR HOOKS ARE DETAILED ON THE PLANS, MATTER, WHICH ACCUMULATES DURING HANDLING AND STORAGE, LAYOUT AT BASE AND TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER b) DRIFTING TO ENLARGE UNFAIR HOLES WILL NOT BE PERMITTED, DRILL SUCH HOLES TO FOR TYPE OF CONSTRUCTION INVOLVED, EXCEPT DONUT EXCEED 24' O.C. SPACING FOR NAIL 2, CONCRETE SHALL BE READYMIX PER ASTM C94: 11• REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED ACCOMMODATE THE NEXT LARGER SIZE FASTENER, WHERE POSSIBLE, OR POWDER -DRIVEN FASTENERS, OR 16' O.C., FOR OTHER TYPES OF ATTACHMENT, PROVIDE a) PORTLAND CEMENT - ASTM C 150 TOGETHER. d AFTER ERECTION, CLEAN FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS WHERE FASTENERS AT CORNERS AND ENDS OF TRACKS. b) AGGREGATES - ASTM C33 (1' MAX,NOMINAL) SHOP COAT HAS BEEN DAMAGED. SPOT AND PRIME AREAS USING SAME MATERIAL AS SHOP b NO CALCIUM CHLORIDE 12. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE COAT. 17. FRAME BOTH SIDES OF EXPANSION AND CONTROL JOINTS, AS SHOWN FOR THE WALL SYSTEM, d) AIR ENTRAINING - ASTM C260 SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS• DOWELS SHALL BE GROUTED INTO A d) SET ALL MEMBERS SO THAT, IN THEIR FINAL LOCATION, LEVEL, PLUMBNESS AND WITH SEPARATE STUDS AND DO NOT BRIDGE THE JOINT WITH COMPONENTS OF THE STUD SYSTEM. e) WATER REDUCING - ASTM C494 CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL ALIGNMENT ARE WITHIN THE TOLERANCES PRESCRIBED BY AISC CODE, f) FLYASH - ASTM C618 CLASS F (20% MAXIMUM BY WEIGHT) WALL REINFORCEMENT, 18• WHERE REQUIRED, TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. g) WATER - CLEAN AND POTABLE 13. PROVIDE CONTINUOUS HORIZONTAL WALL REINFORCING 9 GA. GALVANIZED LADDER TYPE OPEN W E B STEEL JOISTS A N D JOIST GIRDERS 19• RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY 3. REINFORCING STEEL: ASTM A615 GRADE 60• DUR-O-WALL (OR EQUIVALENT) AT 16' O.C. MECHANICAL LATERAL BRACING WHERE REQUIRED. (NOTED "JOISTS" HEREIN) 4, REQUIRED SLUMP RANGE = 3' TO 5'. 14. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOWS FOR FIRST AND SECOND 20, ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING, SCREW ATTACHMENT, OR BLOCK COURSE ABOVE AND BELOW APERTURES. RUN REINFORCING CONTINUOUS OR EXTEND TWO BULTING. WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE PERMITTED, 5. WELDED WIRE FABRIC: ASTM A-1064, FURNISH IN SHEETS, NOT ROLLS, FEET FROM APERTURE EDGE, 1. STEEL JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. 2, STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE AISC 21• WELDING OF MEMBERS LIGHTER THAN 18 GAUGE SHALL NOT BE PERMITTED, 6, MOISTURE BARRIER; 10 MIL POLYETHYLENE, LAP 6' AND TAPE ALL JOINTS, 15. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6' AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE, STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS K-SERIES, 22. SPLICES SHALL NOT BE PERMITTED. 7. CODES AND STANDARDS; (CURRENT EDITION) ACI 301 'SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS•' 16, CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN 3. SEE STANDARD JOIST SPECIFICATIONS FOR CAMBER REQUIREMENTS. 23. MINIMUM NUMBER OF EQUALLY SPACED HORIZONTAL WALL BRIDGING FOR THE HEIGHTS SHOWN: ACI 305 'RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING.' THE POUR HEIGHT EXCEEDS 5'. CLEANDUTS TO BE SAW -CUT 4' X 4'. a) UP TO 10' - 1 ROW ACI 318 'BLDG, CODE REQUIREMENTS FOR REINF. CONCRETE,' 4. VERIFY THE EXACT LOCATION AND WEIGHT OF ALL MECHANICAL EQUIPMENT WITH THE b) 10' TO 14' - 2 ROWS ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT.' 17. GROUT POUR HEIGHT SHALL NOT EXCEED 12'. PLACE GROUT IN 4' MAX. LIFT HEIGHTS, MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF JOISTS. 0 ABOVE 14' - AT 4' CENTERS 8, MINIMUM LAP SPLICE = 30 BAR DIAMETERS UNLESS NOTED OTHERWISE, 18, CONSOLIDATE GROUT LIFTS AT THE TIME OF PLACEMENT BY MECHANICAL MEANS AND 5, ALL HANGERS TO SUPPORT MECHANICAL EQUIPMENT, ETC., TO BE SUPPORTED BY THE TOP OR 24, FULLY INSTALL ALL BRIDGING BEFORE APPLYING LOADS. RECONSOLIDATE AFTER INITIAL WATER LOSS AND SETTLEMENT. BOTTOM CHORD OF JOISTS SHALL BE LOCATED AT THE PANEL POINT OF THE JOIST. IF HANGERS 9• PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS REQUIRED AND NECESSARY TO MUST BE LOCATED IN BETWEEN PANEL POINTS, PROVIDE JOIST STIFFENER AS INDICATED INDETAILS 25. FOR WELDED CONNECTIONS, FUSION WELDING IS RECOMMENDED WITH A DIRECT CURRENT WELDER ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN PLACE. USE WIRE BAR TYPE SUPPORTS 19. STORE BLOCKS ON PALLETS AND COVER WITH VISQUEEN. ALL HANGERS TO BE LOCATED AT THE CENTERLINE OF THE BOTTOM CHORD MEMBER . • OF 200 OR MORE AMPERE CAPACITY, USE A HEAT OF 60 TO 90 AMPERES (DEPENDING ON THE COMPLYING WITH CRSI RECOMMENDATIONS, USE PLASTIC TIP LEGS ON ALL EXPOSED SURFACES, GAUGE OF METAL) ALONG WITH ASTM E60 ELECTRODES, 20, PLACE ALL MASONRY IN RUNNING BOND WITH 3/8' MORTAR JOINTS• PROVIDE COMPLETE 6, PROVIDE BOTTOM CHORD CEILING EXTENSIONS WHERE REQUIRED BY ARCHITECT. 10, ALL BEAMS, SPANDRELS AND SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY MORTAR WEBS IN 26• STEEL TRUSSES: CONSTRUCTION JOINTS. PROPOSED CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED TO ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS. 7. JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND BRIDGING FOR THE NET WIND LOAD a) TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRIDGING OF THE TRUSS SYSTEM ENGINEER FOR APPROVAL, UPLIFT INDICATED ON THE DRAWINGS, PROVIDE UPLIFT BRIDGING AT FIRST JOIST PANEL DURING CONSTRUCTION, 21, SEE DRAWINGS FOR SPECIFIC MASONRY CONTROL JOINT LOCATIONS• SPACE AT 32'-0' O.C. POINTS ACCORDING TO S.J.I. b) TRUSSES SHALL BE DESIGNED SO THAT NO HORIZONTAL REACTIONS ARE IMPOSED ON THE 11, CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS MAXIMUM UNLESS NOTED OTHERWISE. SUPPORTING STRUCTURE UNDER VERTICAL LOAD. REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED, NO SLEEVE, OPENING, OR INSERT 8• WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL 0 PREFABRICATED TRUSSES AND PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING. MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. 22, MASONRY INSPECTION SHALL BE PROVIDED BY A QUALIFIED AGENT IN ACCORDANCE WITH ACI MEMBERS, A BAR JOIST SHALL BE FIELD -BOLTED AT COLUMNS TO PROVIDE LATERAL STABILITY. d) TRUSS MANUFACTURER SHALL PROVIDE A BENT PLATE 3' X 3' X 14 GAGE TYPICAL AT ALL- 530-1.6. INSPECTION SERVICES SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE WORK IN RIDGE AND VALLEY LINES. 12. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LIMITED TO ANCHOR BOLTS, PROGRESS AS WELL AS MATERIALS, EQUIPMENT, AND PROCEDURES, 9• JOIST BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE DESIGN AND SPACING BOLT CLUSTERS, WELD PLATES, ETC,,., BEFORE PLACING CONCRETE, NOTIFY ENGINEER OF ANY REQUIREMENTS OF THE SJI STANDARD SPECIFICATIONS, ALL BRIDGING AND BRIDGING ANCHORS 27, CONTRACTOR TO SUBMIT THE FOLLOWING: CONFLICTS WITH REBAR, 23, SUBMITTALS: SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS, a) SUBMIT COMPLETE STRUCTURAL CALCULATIONS FOR THE STEEL FRAMING SYSTEM. a) SUBMIT PROPOSED GROUT MIX DESIGN PRIOR TO CONSTRUCTION• REFER TO SJI STANDARD SPECIFICATIONS FOR SPECIAL BRIDGING AND ERECTION REQUIREMENTS CALCULATIONS SHALL COVER ALL STUDS, JAMB STUDS, RUNNER (TRACK), BRACING, 13, SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES, b) SUBMIT PROPOSED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION, FOR SPANS OF 40' OR MORE, ATTACHMENT OF LIGHT GAUGE FRAMING TO LIGHT GAUGE FRAMING, AND ATTACHMENT OF d SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LIGHT GAUGE FRAMING TO CONCRETE OR STRUCTURAL STEEL, 14, ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS, 10. RIGID X-BRIDGING AS SHOWN ON THE PLANS SHALL BE BOLTED OR WELDED AT THE b) SUBMIT DETAILED SHOP DRAWINGS FOR STEEL FRAMING SHOWING THE TYPE AND SPACING WITH ONE OF THE FOLLOWING METHODS: d) SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS PRIOR TO INTERSECTION OF THE TWO ANGLES BETWEEN JOISTS. OF ALL MEMBERS, ALL ATTACHMENTS SHALL BE CLEARLY DETAILED ON THE DRAWINGS• a) APPLY A LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE WITH CONSTRUCTION, MASONRY UNITS ARE TO B TESTED N ACCORDANCE WITH ASTM C14 C EI D CE S 0 INDICATED SUPPLEMENTAL STRAPPING, BRACING, CLIPS, AND OTHER ACCESSORIES ASTM C-309. 11, JOISTS, JOIST GIRDERS, AND ACCESSORIES SHALL HAVE ONE SHOP COAT OF PAINT MEETING REQUIRED FOR PROPER INSTALLATION. b) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301, 24. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS; THE MINIMUM PERFORMANCE REQUIREMENTS OF THE LATEST SJI SPECIFICATIONS, SEE 0 SUBMIT CERTIFICATION OF MATERIALS FROM THE MANUFACTURER TO SHOW COMPLIANCE a) SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR EACH 5000 SO. FT. OF ARCHITECT FOR PREFERRED COLOR, WITH THESE SPECIFICATIONS AND RELATED DRAWINGS. 15• GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL MASONRY FORMWORK, SHORING, AND RESHORING. DESIGN SHALL BE PERFORMED BY A LICENSED FLORIDA b) SLUMP TESTS - ASTM C143. 12, SEE PLAN FOR ANY CONCENTRATED LOADS OR UNUSUAL CONDITIONS, ALL JOISTS SUBJECT TO 28. ALL SUBMITTALS SHALL BEAR THE SEAL OF A LICENSED FLORIDA ENGINEER. ENGINEER• 0 MASONRY PRISM TEST IN ACCORDANCE WITH ASTM E447, METHOD B, MODIFIED AS FOLLOWS SPECIAL LOADS OR CONDITIONS SHALL BE CONSIDERED 'SPECIAL JOISTS', 1, PRISMS SHALL BE STACK BOND, ONE UNIT LONG AND THICK WITH A FULL MORTAR BED. 29. SUBMITTED SHOP DRAWINGS MUST BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR, 16• A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE 2, LIMIT HEIGHT/THICKNESS RATIO FROM 1.33 - 5.00 13. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING JOISTS, TESTS ON SITE. 3, PROVIDE A MINIMUM OF ONE JOINT, ONE SET OF 3 PRISMS PRIOR TO CONSTRUCTION BRIDGING, AND ALL CONNECTIONS. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A a) CYLINDER STRENGTH TESTS - ASTM C39; ONE SET OF FOUR CYLINDERS FOR EACH 50 AND DURING CONSTRUCTION FOR EACH 5000 SQ. FT, OF WALL, REGISTERED FLORIDA ENGINEER, CARPENTRY CUBIC YARDS OR FRACTION THEREOF, TEST ONE CYLINDER AT 7 DAYS AND TWO AT 28 DAYS, HOLD THE FINAL CYLINDER IN RESERVE, 25. PROVIDE 8' DEEP PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT 14. JOIST DESIGN ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWINGS AND b) SLUMP TESTS - ASTM C143 SHOWN TO HAVE A STRUCTURAL BEAM, MINIMUM END BEARING = 8'. LINTEL WIDTH TO MATCH SPECIFICATIONS• 1• DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MASONRY WIDTH. MANUFACTURER'S ASSOCIATION• 17• ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL 15. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY INSPECT ALL JOIST, ENGINEER, AND GENERAL CONTRACTOR, 26. THE TOP OF PARTIALLY CONSTRUCTED WALLS SHALL BE COVERED WITH VISQUEEN AT THE END OF JOIST ACCESSORIES, WELDS, AND CONNECTORS, WELDS SHALL BE INSPECTED BY A CERTIFIEDWELDING 2, ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. EACH WORK DAY AND WHENEVER RAIN OCCURS. INSPECTOR, 18. RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE. DO NOT ADD WATER WITHOUT THE 3, ALL LUMBER SHALL BE SOUTHERN PINE WITH 19% MAXIMUM MOISTURE CONTENT, U•N,O, ON THE APPROVAL OF THE GENERAL CONTRACTOR AND DO NOT EXCEED SLUMP LIMITATIONS OR TOTAL PLAN: ALLOWABLE WATER TO CEMENT RATIO. USE COLD WATER FROM THE TRUCK TANK AND REMIX TO STRUCTURAL STEEL METAL DECKING a) FOR STRUCTURAL LIGHT FRAMING (2 TO 4 INCHES THICK, 2 TO 4 INCHES WIDE) AND ACHIEVE CONSISTENCY• TEST REPORTS SHALL INDICATE QUANTITY OF WATER ADDED AT THE STRUCTURAL FRAMING (2 TO 4 INCHES THICK, 5 INCHES AND WIDER), ALL LUMBER TO BE JOB SITE• ALL TESTS SHALL BE PREPARED AFTER THE ADDITION OF WATER TO THE MIX• NO, 2 GRADE OR BETTER. 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, 1, ALL METAL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. b) FOR TIMBERS (5 INCHES AND THICKER) ALL LUMBER TO BE NO,1 GRADE OR BETTER, AND 19. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION, EXCEPT FREE OF HEART CENTERS, a) 3000 PSI, 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.58 CHAPTER 4.2.1, CODE OF STANDARD PRACTICE. 2, WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING MAXIMUM (NON -AIR -ENTRAINED), 0,47 MAXIMUM (AIR -ENTRAINED)• SOCIETY, AWS D1,3, 4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED, b) 4000 PSI, 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.44 2, WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING MAXIMUM (NON -AIR -ENTRAINED), 0.36 MAXIMUM (AIR -ENTRAINED). SOCIETY, AWS D1.1• ALL WELDING SHALL BE PERFORMED USING 70XX, LOW HYDROGEN 3, METAL ROOF DECK SHALL BE 1 1/2' DEEP, 22 GA„ WIDE RIB TYPE B AND GALVANIZED U•N, O• 5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH AN ACQ (ALKALINE COPPER ELECTRODES, U,-N•O. ELECTRODES ARE TO BE PROTECTED FROM MOISTURE, QUATERNARY) TREATMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICAN WOOD 4, METAL FLOOR DECK SHALL BE 9/16' DEEP, 26 GA„ GALVANIZED PERMANENT FORM DECK. PRESERVERS INSTITUTE. 6• PLYWOOD WALL AND ROOF SHEATHING SHALL BE APA RATED SHEATHING, EXTERIOR BOND CLASSIFICATION. 7• ROOF SHEATHING TO BE INSTALLED WITH ONE PLYWOOD CLIP PER SPAN BETWEEN PANEL EDGES UNLESS NOTED OTHERWISE. FOR PANEL WIDTHS LESS THAN 24' WIDE, INSTALL SOLID 2x BLOCKING AT EACH PANEL EDGE, INSTALL SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. 8. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. SHEET INDEX. S1.1 STRUCTURAL SPECIFICATIONS S1.2 WIND DESIGN CRITERIA AND TYPICAL DETAILS S1.3 SCHEDULES S2.1 SOUTH WING FOUNDATION PLAN S2.2 NORTH WING FOUNDATION PLAN S2.3 SOUTH WING 2ND FLOOR FRAMING PLAN S2.4 NORTH WING 2ND FLOOR FRAMING PLAN S2.5 SOUTH WING ROOF FRAMING PLAN S2.6 -NORTH WING ROOF FRAMING PLAN S2.7 HIGH ROOF FRAMING PLAN S2.8 EAST PORTE COCHERE FOUNDATION/ROOF FRAMING PLAN S2.9 WEST PORTE COCHERE FOUNDATION/ROOF FRAMING PLAN S3.1 WALL SECTIONS S3.2 WALL SECTIONS S3.3 WALL SECTIONS S4.1 SECTIONS & DETAILS I S4.2 SECTIONS & DETAILS S4.3 SECTIONS & DETAILS S4.4 SECTIONS & DETAILS S4.5 SECTIONS & DETAILS S4.6 SECTIONS & DETAILS REVISIONS BY f� 0000 +� C-N E � o u u m o �w C:) v N c~V ~ ' it ¢ G C ^ 00 3 s y �--. E „ ►. r\-a N F� m : z x . E-W V] WW!� 0 z �y ,O. ..Izf 7 t w � 0 3 0:0.� �_�_P. 00G` xo c�;+ _zT, I I E. ``,��E . ` •GEN `��°•� sF•ti�2. 46665 ; • STATE OF ' lij 441 CAS; ••.,� R `•, i •• & `% It 111110% MOHAN ENGINEERING INC. Conaulth9 SO Engineers k No FL George E. Mohan R P.E. No. 46665 13051 W. i e6agh AK.. 5uR, 102 •Tamppa FL 33626 Phone �813) 475-5983•F., (813) 699-8336 U _0 v) Z O Ln • � M O M m E O Q N 2 U � •O U O 0 li LLI �° C)v ( 0 U CL. N S- Q O >1 0 m -C CL z Q v � w LL Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet si '01 Edge Strip WALL PRESSURE ZONES (ISOMETRIC VIEW) BUILDING DATA (ROOF -JOISTS) 01 (D to IQ 131 O Oa Q a = Width of Edge Strip ROOF PRESSURE ZONES (PLAN VIEW) WIND VELOCITY: 139 mph (Ultimate) INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (Basic Wind Speed, 3 sec.) 108 mph (ASD) (Enclosed Building Per ASCE 7-10) RISK CATEGORY: II WIDTH OF EDGE STRIP (FT): 8.8 ROOF ANGLE, A (degrees): 0.0 < A < 7.0 HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT: 1.4 WIND EXPOSURE CATEGORY: C ROOF DEAD LOAD RESISTING UPLIFT (psD: 23.0 (ULT.) 15.0 (ASD) WIND DESIGN LOADS - COMPONENTS AND CLADDING (ULTIMATE) ROOF WALL ZONE AREA ft2 DESIGN PRESSURE (psn ZONE AREA ftZ DESIGN PRESSURE s Positive (Negative) Net Uplift ULT. Net Uplift ASD Positive (Negative) 1 10.0 20.0 -49.4 -26.4 -14.7 4 10.0 49.4 -53.5 1 20.0 18.8 -48.2 -25.2 -13.9 4 20.0 47.2 -51.4 1 1 50.0 17.2 -46.5 -23.5 -12.9 4 50.0 44.2 -48.4 1 100.0 16.0 -45.2 -22.2 -12.1 4 100.0 42.0 -46.2 2 10.0 20.0 -82.9 -59.9 -34.7 4 500.0 36.8 -41.0 2 20.0 18.8 -74.1 -51.1 -29.4 5 10.0 49.4 -66.1 2 50.0 17.2 -62,3 -39.3 -22.4 5 20.0 47.2 -61.6 2 100.0 16.0 -53.5 -30.5 -17.1 5 50.0 44.2 -55.7 3 10.0 20.0 -124.6 -101.6 -59.8 5 100.0 42.0 -51.4 3 20.0 18.8 -103.3 -80.3 -47.0 5 500.0 36.8 -41.0 3 50.0 17.2 -74.9 -51.9 -29.9 3 100.0 16.0 -53.5 -30.5 -17.1 Notes: 1) For effective areas between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. 3) See pressure zone diagrams above for corresponding zones. 4) Roof coverings, finishes, etc. Shall be design for the full negative design pressure. 5) Roof framing members shall be designed to resists the net uplift design pressure specified. 6) Net Uplift (ULT) = 0.9 DL + 1.0 WL Net Uplift (ASD) = 0.6 DL + 0.6 WL I,UINE DESIGN cfi�ITER1A NOT TO SCALE PIPING (BY OTHERS) SLAB -ON -GRADE. REFER TO PLAN. STEP FOOTING AS REQUIRED FOR PIPING TO CLEAR TOP OF FOOTING MASONRY WALL. REFER TO PLAN AND WALL LEGEND VERT. REINF. REQUIRED w/ PRECAST LINTEL. PRECAST CONC. LINTEL. REFER TO PLAN AND CONTRACTOR NOTES. GROUT VOID SOLID AFTER CONSTRUCTION CONDUIT/PIPING AND SLEEVE AS REQUIRED (BY OTHERS) REFER TO FOOTING SCHEDULE AT CLUSTERED CONDUIT/PIPING GROUT ALL CELLS SOLID BELOW SLAB. WALL PRESSURE ZONES (ISOMETRIC VIEW) BUILDING DATA (ROOF -TRUSSES) rr r 0 Q3 (32� TYP, GABLE -Q) ROOF � Io of ID of to 2 HIP L- - -� ROOF Y O Edge Strip o- Q a = Width of Edge Strip a ROOF PRESSURE ZONES (PLAN VIEW) WIND VELOCITY: 139 mph (Ultimate) INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (Basic Wind Speed, 3 sec.) 108 mph (ASD) (Enclosed Building Per ASCE 7-10) RISK CATEGORY: II WIDTH OF EDGE STRIP (FT): 3.0 ROOF ANGLE, A (degrees): 7.0 < A < 27.0 HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT: 1.5 WIND EXPOSURE CATEGORY: C ROOF DEAD LOAD RESISTING UPLIFT (psf): 9.0 (ULT,) 6.0 (ASD) WIND DESIGN LOADS - COMPONENTS & CLADDING (ULTIMATE) ROOF WALLS, WINDOWS, DOORS ZONE AREA f DESIGN PRESSURE s ZONE AREA ftZ DESIGN PRESSURE s Positive (Negative) Net Uplift ULT. Net Uplift ASD Positive (Negative) 1 10.0 30.1 -47.9 -38.9 -22.7 4 10.0 52.3 -56.6 1 20.0 27.4 -46.5 -37.5 -21.9 4 20.0 49.9 -54.4 1 50.0 23.9 -44.8 -35.8 -20.9 4 50.0 46.8 -51.3 1 100.0 21.2 -43.4 -34.4 -20.1 4 100.0 44.5 -48.9 2 10.0 30.1 -83.3 -74.3 -44.0 4 500.0 39.0 -43.4 2 20.0 27.4 -76.6 -67.6 -40.0 5 10.0 52.3 -70.0 2 50.0 23.9 -67.7 -58.7 -34.6 5 20.0 49.9 -65.2 2 1 100.0 21.2 -61.1 -52.1 -30.6 5 50.0 46.8 -59.0 3 10.0 30.1 -123.2 -114.2 -67.9 5 100.0 44.5 -54.4 3 20.0 27.4 -115.2 -106.2 -63.1 5 500.0 39.0 -43.4 3 50.0 23.9 -104.5 -95.5 -56.7 3 100.0 1 21.2 1 -96.5 1 -87.5 1 -51.9 Notes: 1) For effective areas between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. 3) See pressure zone diagrams above for corresponding zones. 4) Roof coverings, finishes, etc. Shall be design for the full negative design pressure. 5) Roof framing members shall be designed to resists the net uplift design pressure specified. 6) Net Uplift (ULT) = 0.9 DL + 1.0 WL Net Uplift (ASD) = 0.6 DL + 0.6 WL CONTRACTOR NOTES: 1. USE THIS DETAIL ONLY WHERE REQUIRED. DO NOT PENETRATE CONC. COLUMNS OR CLUSTERED WALL REINFORCEMENT. 2. PROVIDE 2'-0" MIN. BETWEEN ADJACENT OPENINGS. 3. STEP FOOTING AS REQUIRED. REFER TO 2/54.1. 4. FOR OPENING 2'-0" TO 3'-4" USE PRECAST CONCRETE LINTEL (L1) NOTIFY ARCHITECT/ENGINEER OF ANY OTHER CONDITIONS. RECESSED PRECAST LINTELS ARE STRUCTURALLY ACCEPTABLE. 5. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. PIPE SLEEVE CORE MASONRY AS REQUIRED PIPING (BY OTHERS) - FOR PIPE SLEEVE. GROUT MASONRY SOLID. REFER TO PLAN SLAB -ON -GRADE. TOP/ SLAB REFER TO PLAN. REFER TO PLAN III I I TOP/ SLAB INCREASE WIDTH III I I I -III -I I El I1= AS REQUIRED -III-I --CARIES PLUMBING REFER TO PLAN a II I I, I: -LAN TOP/ FTG VARIES III-i TOP/ FTG BEND 05 HORIZ. AS REQUIRED. 4• - _ 17 _ REFER TO 4/54.1, 5/54.1, AND 6/54.1 FOR ADDITIONAL INFORMATION SCALE: 3/4" = 1'-0" 311 GROUT ALL CELLS SOLID BELOW SLAB. *5 TRANS. EA. SIDE OF PIPE SLEEVE FOOTING. REFER TO PLAN, Ar 1111111 CAST- IRON PIPE SLEEVE VARIES n I.E. REF. PLUMBING PLAN r0 a = Width of Edge Strip ROOF PRESSURE ZONES (PLAN VIEW) BUILDING DATA (PORTE COCHERE) WIND VELOCITY: 139 mph (Ultimate) INTERNAL PRESSURE COEFFICIENT: 0.0 (Basic Wind Speed, 3 sec.) 108 mph (ASD) (OPEN BUILDING PER ASCE 7-10, CLEAR WIND FLOW) RISK CATEGORY: II WIDTH OF EDGE STRIP (FT): 5.0 ROOF ANGLE, A (degrees): 26.2 HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT: 1.35 WIND EXPOSURE CATEGORY: C ROOF DEAD LOAD RESISTING UPLIFT (psf): 9.0 (ULT.) 6.0 (ASD) WIND DESIGN LOADS - COMPONENTS & CLADDING (ULTIMATE) ROOF ZONE AREA ft DESIGN PRESSURE s Positive (Negative) Net Uplift ULT. Net Uplift ASD 1 s 25 ft2 44.3 -34.1 -25.1 -14.4 1 > 25 ft2• s 100 ft2 44.3 -34.1 -25.1 -14.4 1 > 100 ft2 44.3 -34.1 -25.1 -14.4 2 s 25 ft2 68.2 -51.1 -42.1 -24.7 2 > 25 ft2; s 100 ft2 68.2 -51.1 -42.1 -24.7 2 > 100 ft2 44.3 -34.1 -25.1 -14.4 3 s 25 ft2 85.2 -68.2 -59.2 -34.9 3 1 > 25 ft2. s 100 ft2 68.2 1 -51.1 1 -42.1 -24.7 3 1 > 100 ft2 44.3 1 -34.1 1 -25.1 1 -14.4 Notes: 1) For effective areas between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. 3) See pressure zone diagrams above for corresponding zones. 4) Roof coverings, finishes, etc. Shall be design for the full negative design pressure. 5) Roof framing members shall be designed to resists the net uplift design pressure specified. 6) Net Uplift (ULT) = 0.9 DL + 1.0 WL Net Uplift (ASD) = 0.6 DL + 0.6 WL VERT. REINF. REFER TO PLAN MASONRY WALL. REFER TO PLAN REFER TO PLAN TOP/ SLAB SLAB -ON -GRADE BEYOND. REFER TO PLAN REFER TO PLAN TOP/ FTG REFER TO PLAN n BOTTJ FTG FOOTING. REFER TO PLAN CAST IRON PIPE SLEEVE VARIES I.E. REF. PLUMBING PLAN L 11R1�� �"� 1j _ �����,�� PIPING (BY OTHERS) MATERIAL ABOVE PIPE, GREATER FULL WIDTH OF FOOTING. PIPING () NOT REQUIRED FOR COVER GREATER THAN 1'-4" PIPING BELOW FOOTING WIND DESIGN CRITERIA: FLORIDA BLDG. CODE GTH EDITION( 2017) ROOFTOP STRUCTURES AND EQUIPMENT (PER ASCE 7-10) 1, BASIC WIND SPEED = 139 MPH (ULTIMATE) = 108 MPH (ASD) 2, RISK CATEGORY = II 3, WIND EXPOSURE 'C' 4, NET PRESSURE C❑EFFICIENTS: HORIZONTAL: 1, 9 VERTICAL: 1,5 5, DESIGN PRESSURE: HORIZONTAL = C+/-) 86, 2 PSF (ULTIMATE) (+/-) 51, 7 PSF (ASD) VERTICAL = (-) 68, 1 PSF (ULTIMATE) (-) 40,9 PSF (ASD) VERT. REINF, REFER TO PLAN. REFER TO PLAN TOP/ SLAB SLAB -ON -GRADE BEYOND. REFER TO PLAN REFER TO PLAN TOP/ FTG 30 BAR 0 I ---LAP (TYP.) --- VARIES U W 1 1„ I.E. REF. PLUMBING m d (TYP.) CONT. REINF. PLAN } MATCH TRANSVERSE RE INFORCEMENT 2'-011 nl CONTRACTOR CAUTION: 1. DO NOT LOCATE CONDUIT/PIPE AT COLUMNS, CLUSTERED REINF, OR COLUMN FOOTING. NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS. 2. FOUNDATION AND REINFORCING SHOWN FOR REFERENCE ONLY. REFER TO FOOTING SCHEDULE, PLAN, AND DETAILS FOR SPECIFIC REINFORCING REFER TO PLAN. - MATCH CONT, INFO CIN RE R G - CAST IRON PIPE SLEEVE - PIPING LINE (BY OTHERS) NOTE: IN LIEU OF INCREASING FOOTING DEPTH, IT IS STRUCTURALLY ACCEPTABLE TO STEP FOOTING BELOW PIPING LINE AS REQUIRED TO PREVENT FOOTING/PIPING LINE CONFLICT. REVISIONS BY F7 200 ao rr N I.. 4-0 00 E c x v CCi o ro O U N M ¢° �.c N 3 '-' E N I fz`Er4 !I E �.o,,,, `,,E, ti, .• �� G'E'N S • • q2 ��0 46665 '. lir Vik • TATE OF ' OAF R MOHAN ENGINEERING INC. C onsultln9 Stwcturd Eny)neers FL C.D.A. No. 7498 nGeorge E Mohan FL P.E. No, 46665 13051 W. bneoxlt Ave- Sub 102- Tomppa, FL 33626 Phone (81`_) 475-5983•Foz (817) 699-8336 U Z O J CV It M m J C) '4-- � .O Lj O L - W L. o v � >v ( 0 :6 t 0 � o :2Q >1 m -C _ tz t` z 0 0 J L- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: IRS Job: 15-025 Sheet S1e2 SUPERIMPOSED L I VE LOADS: PUBLIC/MECHANICAL/STAIRS 100 PSF (00 PSF OFFICE (45 PSF + 15 PSF PARTITION) ADHESIVE ANCHOR NOTES: I. ALL ADHESIVE ANCHORS ARE TO BE INSPECTED IN ACCORDANCE w/ ACI 318, ACI 355, AND THE MANUFACTURER'S REQUIREMENTS. 2. ALL ADHESIVE ANCHOR INSTALLERS ARE TO BE CERTIFIED IN ACCORDANCE w/ ACI 316 AND THE MANUFACTURER'S REQUIREMENTS. 3. CONTRACTOR TO COORDINATE ADHESIVE ANCHOR INSPECTIONS AND INSTALLER CERTIFICATIONS AS REQUIRED. 4. A COPY OF ALL INSPECTION REPORTS/INSTALLER CERTIFICATIONS SHALL BE SENT DIRECTLY TO THE OWNER., ARCHITECT, STRUCTURAL ENGINEER, AND THE GENERAL CONTRACTOR WALL TIE 5E Al" I SCHEDULE REINFORCING MARK SIZE TYPE CONT. BARS STIRRUPS TBI 8" x 16" (1) *5 T 4 B -- "A" MAS. T52 8" x 16" (1) *5 T 4 B -- "B" MAS. T53 8" x 8" (1) *5 T - - "C" MAS. T54 8" x 24" (1) *5 T4 B -- "D" MAS. (MIN.) T55 8" x 24" (2) *6 T4 B 4 M *3 AT 24" O.C. "E" CONC. (MIN.) T56 8" x 32" (2) % T4 B *3 AT 24" O.C. "F" CONIC. (5) % MID., EA. FACE T51 1811x 16" (2) *6 T4 B 4 M *3 AT 24" O.G. "Ell GONG. TYPE "A" TYPE "B" TYPE "C" TYPE "D 11 � •) 1-I/2" CLR• ItYPJ •° • 1-I/2" CLR I, a 1 (TYPJ �• e •� I• •I 1 I � I• •I 'I I� �I � ;I 4 le } Ia -II L'-� TYPE "Ell L--� TYPE "F71 NOTES: 1. TBl TYP. AT ALL MASONRY WALLS, ROOF LEVEL, U.N.O. T52 TYP. AT ALL MASONRY WALLS, FLOOR LEVEL/ INTERMEDIATE, U.N.O. T53 TYP. AT TOP OF MASONRY PARAPETS, LOW WALLS, U.N.O. 2. C ] INDICATES BOTTOM OF SEAM. 3. ALL MASONRY TIE BEAMS TO BE MASONRY K.O. COURSE U.N.O. CONCRETE 5EA i SCHEDULE REINFORCING MARK SIZE TYPE CONT. BARS STIRRUPS C51 8" x 12" (MIN.) (2) *5 T 4 B *3 AT 4" O.G. "A" C52 8" x l6" (2) *5 T 4 B *3 AT 6" O.C. "A" C53 8" x 24" 1(2) *5 T 4 B 4 M *3 AT 9" O.G. "B" G54 8" x 24" (4) *5 T 4 B 103 AT 9" O.G. "C" 1-1/2" CI-R. 1-1/2" CLR 1-1/2" CLR (TYP.) (TYP.) (TYP.) j j, or la I lA I l� • I U � Lam• L L� TYPE "A" TYPE "B" TYPE "C" NOTES: 1. REFER TO 9/54.2 FOR CONCRETE BEAM REINFORCING DETAIL. 2. BEAM DEPTHS MAY BE INCREASED AS REQUIRED FOR MASONRY COURSING. 3. BOTTOM OF BEAM ELEVATION = TOP OF OPENING (TYP.) U.N.O. CONCRETE LINTEL SCHEDULE MARK SIZE REINFORCING TYPE L 1 allx 8" (1) *5 CONT. "A" L2 8" x 16" (2) *5 CONT. "B" L3 8" x 24" (3) *5 CONT. "Gil _ L4 1 8" x 32" (4) *5 CONT. I "D" TYPE "A" TYPE TYPE "C" TYPE "D" NOT S: 1. ALL MASONRY OPENINGS TO HAVE PRECAST LINTEL TYPE L1 UNO, 2. REFER TO 4/54.2 AND 5/542 FOR ADDN'L. PRECAST LINTEL REQUIREMENTS. 3. ALL LINTELS AND KNOCK -OUT BLOCKS TO BE GROUTED SOLID. ALL MASONRY ABOVE LINTELS TO BE GROUTED SOLID TO ROOF/INTERMEDIATE TIE BEAM ABOVE. 4. RECESSED PRECAST LINTELS ARE STRUCTURALLY ACCEPTABLE U.N.O. 5. BOTTOM OF LINTEL ELEVATION = TOP OF OPENING (TYP.) U.N.O. GONG./MAS. COLUMN SCHEDULE REINFORCING MARK SIZE TYPE VERT. TIES CI 8" x 12" (4) % *3 AT 8" D.G. "A" CONC. C2 8" x 16 " (4) % *3 AT 8" O.G. "A" CONC. I-1/2" CLR. (TYP.) ° J TYPE "A" NOTES: 1. REBAR DETAILER TO COORDINATE w/ DETAIL 13/64.1. 2. EXTEND HORIZONTAL JOINT REINFORCING 4" (MIN.) INTO TIE COLUMNS, TYP. 3. TIE CONCRETE COLUMNS INTO ADJACENT LOAD -BEARING MASONRY USING ONE OF THE FOLLOWING METHODS: a. INSTALL DOVETAIL ANCHORS AT 16" O.C. VERTICAL. b. TURN 1/2 BLOCK ON ITS SIDE EVERY OTHER COURSE TO ALLOW CONCRETE POUR TO BE KEYED INTO MASONRY. THIS METHOD 15 NOT ACCEPTABLE WHERE A REINFORCED MASONRY CELL IS LOCATED ADJACENT TO A CONCRETE COLUMN. c. SAW -CUT FACE OF MASONRY EVERY OTHER COURSE TO ALLOW CONCRETE POUR TO BE KEYED INTO MASONRY. 4. ALL CONCRETE COLUMNS SHALL BE CONTINUOUS FROM FOUNDATION TO ROOF TIE BEAM (UN.O.). STEEL COLUMN SCHEDULE BASE BASE ANCHOR BOLT MARK COLUMN SIZE P fE QTY. DIA. EMBED, SIZE TYPE SC1 1H55 8"x8"x5/16" 14"x14"x3/4" "A" 4 3/4"0 9" zO 11211AT 1110 II w II w w • • TYPE "A" 311 x 311 IliTx ° (TYP.) TYP. ANCHOR BOLT NOTES: 1. REFER TO -1/54.1, 6154.1, S/54.1, AND 1O/64.1 FOR N.S.S. STEEL COLUMN DETAILS. FOOTING SCHEDULE MARK SIZE DEPTH WREEI FORCING EACH REMARKS TE1 I'-0" x CONT. 1'-4" (2) *5 CONT. TOP (1) *5 CONT. BOTT. THICK SLAB EDGE WF2.5 2'-(0" x CONT. 1'-0" (3) *5 CONT. BOTT. *5 TRANSV. AT 48" O.G. MAX. BOTT. WALL FTG. WF3 V-0" x CONT. 1'-Oil (4) *5 CONT. BOTT. *5 TRANSV. AT 24" O.G. MAX. BOTT. WALL FTG. F3 3'-0" x V-0" 1'-0" (4) *5 EA. WAY T 45 COL. FTG. . F3.5 31-ro" x 3'-fill 1'-011 (5) *5 EA. WAY T 4 B COL. FTG. F4 4'-0" x 4'-0" 1'-0" (5) *5 EA. WAY T 45 COL. FTG. F5 5'-011 x 5'-0" 1'-0" (6) *5 EA. WAY T 4 B COL. FTG, F5.5 5'-ro" x 5'-ro" 1'-0" (6) *5 EA. WAY T 4 B COL. FTG, F6.5 6'-6" x 6'-6" 1'-4" (1) *5 EA. WAY T 4 B COL. FTC. F-1 .1'-0" x -1'-011 1'-411 (8) *5 EA. WAY T 4 B COL. FTG, F-1.5 I'-&" x 1'-6" (10) *5 EA. WAY T 4 B COL. FTG, F8.5 8'-6" x 8'-6 " 1'-roil (11) *5 EA. WAY T 4 B COL. FTG. F9.5 9'40" x V-roil 1'-roil (14) *5 EA. WAY T 4 B COL. FTG, FIO 10'-0" x 1'-611 (14) *5 EA. WAY T 4 B COL. FTG. NOTES: 1. CENTER ALL FOOTINGS BELOW WALL OR COLUMN U.N.O. 2. ALL FOOTING REINFORCING TO BE BOTTOM BARS U.N.O. 3. ( ) INDICATES TOP OF FOOTING. WALL LEGEND WALL HATCH REMARKS INDICATES 6" MASONRY BRG. WALL w/ *6 VERT. IN FULLY GROUTED CELL AT 32" O.C. MAX. (EXTERIOR WALLS-TYP. UN.O.) INDICATES 8" MASONRY BRG. WALL w/ *(o VERT. IN FULLY GROUTED CELL AT 40" O.G. MAX. ( INTERIOR WALLS-TYP. U.N.O.) INDICATES 6", 18 GA. (600 5162-43) METAL STUDS AT 16" O.G. MAX. w/ CONT. 6", 18 GA. (600 T125-43) METAL TRACK TOP AND CONT. 6", IS GA. (600 5162-43) METAL TRACK BOTTOM NOTES: 1. REFER TO PLAN AND DETAIL 3/54.2 FOR VERT. REINF. AT ALL MASONRY WALL CORNERS AND INTERSECTIONS. (TYP.) U.N.O. REFER TO FILLED CELL SCHEDULE FOR VERT. REINF. ADJACENT TO MASONRY OPENINGS (TYP.) U.N.O. 2. VERT. REINF. TO BE HOOKED INTO FOOTING AND FLOOR TIE BEAM AND/OR ROOF TIE BEAM ABOVE OR LAP SLICE W/ CONT. REINF, (TYP.) U.N.O. 3. REFER TO PLAN FOR ADDN'L./SPECIFIC REINF./STUD REQUIREMENTS. 4. REFER TO 6/54.2 AND 1/642 FOR TYPICAL MASONRY OPENINGS DETAILS. 5, REFER TO METAL STUD FRAMING NOTES FOR ADDITIONAL INFORMATION AT METAL STUD FRAMING. FILLED CELL SC�4EDULE (ADJACENT TO MAS. OPENINGS- TYP. UN.O.) OPENINGS LESS THAN OR EQUAL TO 3'-4" -(I) BAR EA. SIDE OPENINGS GREATER THAN 3'-411(2) BAR EA. SIDE BUT LE55 THAN OR EQUAL TO OPENINGS GREATER THAN 6'-0", (3) BAR EA. SIDE BUT LESS THAN OR EQUAL TO 8'-0" OPENINGS GREATER THAN 8'-0" REFER TO PLAN NOTES: 1. REINFORCING BAR SIZE TO MATCH ADJACENT MASONRY WALL REINFORCING (TYP) U.N.C. 2. REFER TO PLAN AND WALL LEGEND FOR ADDITIONAL INFORMATION. METAL STUD FRAMING NOTES: 1. THE METAL STUD FRAMING (SIZES, CONFIGURATIONS, DETAILS AND CONNECTIONS) SHOWN ON THE DRAWINGS ARE MINIMUM SIZES/MAXIMUM SPACINGS AND QUANTITIES TO BE UTILIZED AND ARE FOR ESTIMATING PURPOSES. ALL METAL STUD FRAMING SHALL BE VERIFIED BY THE CONTRACTOR'S DELEGATE SPECIALTY ENGINEER AND INCREASED AS REQUIRED. REFER TO STRUCTURAL NOTES SHEET FOR ADDITIONAL INFORMATION. 2. METAL STUD FRAMING CONNECTIONS FOR STUDS, TRACKS, CLIP ANGLES, ETC. ARE BY THE CONTRACTOR'S DELEGATE SPECIALTY ENGINEER REFER TO STRUCTURAL DRAWING FOR MINIMUM SIZES, MINIMUM FASTENERS, ETC. AS REQUIRED. - 3. INCREASE METAL STUD/TRACK GAGE AS REQUIRED FOR WINDOW, DOOR, ETC., PRODUCT APPROVAL REQUIREMENTS. CONTRACTOR TO COORDINATE PRODUCT APPROVAL REQUIREMENTS w/ MANUFACTURER AS REQUIRED. 4. AS REQUIRED BY THE CONTRACTOR'S DELEGATE SPECIALTY ENGINEER, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS 50 PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MEET OR EXCEED THE STUD GAGE. 5. CONNECT WALL SHEATHING, 1/2" (MIN.-NOM.) EXTERIOR DENS BOARD (COORD. w/ ARCH.), TO METAL STUDS WITH *12 TEK SCREWS AT 4" O.G. AT PANEL EDGES AND AT 12" O.C. FIELD, BLOCK ALL SHEATHING EDGES (48" O.G. MAX.). STAGGER SHEATHING EDGES 16" MIN., 1-STUD SPACE. io. CONNECT ROOF SHEATHING, 1/2" (MIN.-NOM.) EXTERIOR GRADE PLYWOOD (COORD. w/ ARCH.), TO METAL STUD JOISTS WITH *12 TEK SCREWS AT 4" O.C. AT PANEL EDGES AND AT (o" O.G. FIELD. STAGGER SHEATHING EDGES 16" MIN., 1-JOIST SPACE. FOR SHEATHING WIDTHS 24" AND LESS: ALL SHEATHING EDGES ARE TO BE BLOCKED. INSTALL PLYWOOD CLIP AT ALL UNBLOCKED/UNSUPPORTED SHEATHING EDGES (TYP.) -1. COORDINATE WALL SHEATHING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS/MANUFAGTUER'S REQUIREMENTS. 8. COORDINATE ALL DIMENSIONS/ELEVATIONS WITH ARCHITECTURAL DRAWINGS/MANUFACTUER'S REQUIREMENTS. REVISIONS BY f, r_. �00 00 4 r. ECa N / p U �--� g V N 2 _ o 3 N o ti N M, 1� ' II HW � Ai (� OZ- i xa U3 E Mo �i � ��•• •�\C'•E•NS�:•y42�i N 46665 • STATE OF O.. A, P..•:�<v .,,� ;S,o N A ; MOHAN ENGINEERING INC. Consult Englneera L .O.A. N. FL C.O.A. No 7498 George E. Mohan FL P.E. No. 46665 13051 W. 11,ggn 71 Am., Suite 102 • Tom, FL 33626 Phone (813) 475-5993 Fox (813) 699-8336 U v, Z o LO � M O M E � Q N -Op � `' Z) -U O LL_ - W -° o v cc v ai c) U L > - V) O < O >1 C, m t O CY- N Z Q v J w LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S1*3 _I I I 10 __ I I I 11� Im 0 e IC 3 2 l� 0 12'-8" 12'-011 Z<tl 12'-811 3'-4" 8'-011 1 1001 = I S3.1 Abe Abe S3.1 ASa S3.2 -- k --rn J - -----_J L-m- S3.1 - - - - - - - - ------ ---- --- ( --- ----- ---- I I 1 1 I HATCH INDICATES METAL STUD WALL. Gar? I J REFER TO WALL LEGEND (6I3) AND � METAL STUD WALL NOTES (513) FOR 1 I CONSTRUCTION (TYP.) 1 - - - - - ° I 1 --- 1'-4" `�� `�-�1'-4" - ----- - I I----- O O O 2 I I I � MASONRYHATCH ND ICAT S EXTERIOR - I ° 10 - 2 I I REFER TO WALL LEGEND. I ° I 1 II 0 I I I GkcO� HATCH INDICATES INTERIOR I) I I 1 1 MASONRY WALL. m REFER TO WALL LEGEND. I I kILs I I I S4.1 I` N 1Ua INDICATES (2) *3 x 21-(o" I 1 DIAGONAL REINF, AT MID -DEPTH �I G� F -t - - - k WHERE SHOWN. (TYP.) UN.O. - _ � �j``? I I I I I k I I r_ I I I - 21-011 1 41-011 1 I I I I II ICq I I 1 � 4'-0" 1 I 1 1 - I 1 2'-011 II I m o I� -1 - - - - INDICATES MECH. LOUVER OPENING. CONTRACTOR TO VERIFY MECH. I 2 OPENINGS WITH ARCH. AND MECH. NOTIFY ARCHJENG. OF ANY DISCREPANCIES (TYP.) INDICATES FOOTING. NOTE: WF2.5 (TYP.) U.N.O. �ml G� ----J L ----J I \ k^ REFER TO 11/54.1 FOR I I STEPPED SLAB (TYP.) STEP SHOWN FOR REFERENCE ONLY. REFER TO ARCH. (TYPJ U.N.O. TYPICAL AT INTERIOR SLAB -ON -GRADE: INSTALL SLAB CONTROL JOINTS (C.J.) At 16'-O" O.C. MAX. INDICATES CONTROL JOINT EACH WAY. JOINT PATTERN SHALL BE APPROXIMATELY SQUARE N TO 1.5 MAX RATIO), AND LIMITED TO AN AREA NOT EXCEEDING 250 SQUARE FEET AND SHALL ALIGN WITH STEEL COLUMN LINES/RE-ENTRANT CORNERS. REFER TO N I PRE-ENGINEERED STEEL 1/54.1 CONTROL JOINT DETAIL AND -1/54.1 FOR CONTROL STAIRS/LANDINGS/TREAD JOINT AT COLUMN LINE. (100 PSF LIVE LOAD) AND RAILINGS (50 PLF/20OL5 LIVE I LOAD) BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER COORDINATE w/ ARCH. �G GROUT ALL CELLS SOLID AT G 1 STAIR TOWERS AND ELEVATOR k SHAFTS (TYP.) U.N.O. I I 1 I I� C---- \ 1 10 L- I I I S4.1 \- (I I I I s8x1s.4-� III t I I I (COORD. w/ p III ELEv. MFRJ I II �r = Lo i m 8 2 �I_ INDICATES VERT. REINF. ` El I I S4.1 I I I I Ci LLADJACENT TO OPENINGS. 3.1 I REFER TO FILLED CELL SCHEDULE (TYP.) U.N.O. I I 1 I 1 1 1 , (3) VERT. REINR AT CORNERS I �I I I _ STEP _ _ _ STEP m (TYP.) REFER.TO 3/64.2. _ _ _ _ _ _ I 0 FTG. _ _ _ FTG' 3 r-8"--- 1 lu � IIF N LL LL I I - I _J -I - ---- --INDICATES DRAIN LINES. COORDINATE w/ ARCH/PLUMBING. SLEEVE AS I 1 ,� REQUIRED THRU SECONDARY CONC. IGk^ POUR STEP FTG. AS REQUIRED. REFER �p I r ADDITIONAL INFORMATION. TO 2/54.1. REFER TO 1.2 �OtIFY `9 T J I I I I 1 I r 1 I 5 - - - - - - - - I V 1 ARCHJENG. OF ANY DISCREPANCIES. - I I I I I I S4.1 t� - --- T_ ---- - - I� - - - - - - - - - - - - - - - t7- _77071E LL I I Lit I �.IL _m -- _ -� 1 1 2 3 3 L--- 1 1 2 k k Age S3.1 ASe Abe S3.1 ASb S3.2 I I AS REQUIRED FOR N4RY CONC. POUR OR EXTERIOR I - - - �' r METAL STUD BASE w/ *4 BOTT. 10 1 1 01 60'-8" REINF. EA. WAY AT 8" O.G. MAX. 12'-011 8'-0" 3'-411 1 1 '-8" 1 3'-41 8'-011 12'-011 (TYP.) U.N.O. REFER TO 3/53.1. - - - 29' -8" 301 -011 12' -8" 4 12' -8" S4.1 „ 1 7 L-_____J S4.1 � I I I I I � III �I -i 1 0. - + - C.J_ �--- 1 S4.1 3 2 180 -8 ( � S3.2 I(o"xlro" THICK. SLAB EDGE 1 2 w/ (2) *5 CONT. BOTT. 3 4 5 0 SOU TH -WING FOUNDATION FLAN R GENERAL NOTES: 1. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF FOOTINGS AND THICKENED SLAB EDGES. REFER TO 3/54.1 FOR ADDITIONAL INFORMATION. 2. PROVIDE CORNER BARS At ALL CORNERS OF CONTINUOUS CONCRETE BEAMS AND MASONRY TIE BEAMS. REFER TO 8/54.2 FOR ADDITIONAL INTERSECTION. 3. REFER TO SHEET $13 FOR TYPICAL NOTES. 4. REFER TO SHEET 513 FOR SCHEDULES AND LEGENDS. 5. REFER t0 SHEET 51.3 FOR TYPICAL DIMENSION/ELEVATION NOTES. �o. ( ) INDICATES TOP OF BEAM. C ] INDICATES BOTTOM OF BEAM. < > INDICATES BEARING ELEVATION. -1. REFER TO PLAN FOR SPECIFIC MA50NRY CONTROL JOINT (MCJ) LOCATIONS. COORDINATE EXACT LOCATIONS WITH ARCH. EXTERIOR ELEVATIONS. REFER TO 1/54.2 AND 2/54.2 FOR TYPICAL MASONRY CONTROL JOINT DETAIL AND SPACING. B. REFER TO ARCHITECTURAL DRAWINGS FOR ALL OPENINGS. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S REQUIREMENTS AND NOTIFY ARCHITECT/ENGINEEER OF ANY DISCREPANCIES. 9• REFER t0 ARCH ITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS, STEP FOOTINGS AS REQUIRED (2/54,1) AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. REFER TO 2/S1.2 FOR TYPICAL CONDUIT/PIPE DETAILS. 10, CONTRACTOR TO COORDINATE ALL SLOPES, DEPRESSIONS, AND SLAB OPENINGS w/ ARCHITECTURAL/ MEP DRAWINGS PRIOR TO CONSTRUCTION. REFER TO 12/54.1 FOR TYPICAL SLAB STEPS- 11. REFER TO 1/51.2 FOR WIND DESIGN CRITERIA. DIMENSION/ELEVATION NOTES: 1. REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS AND ELEVATIONS. 2. ALL DIMENSIONS AND ELEVATIONS SHOWN ARE BASED ON DIMENSIONS AND ELEVATIONS PER ARCHITECTURAL SHEETS. 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND ELEVATIONS SHOWN WITH ARCHITECTURAL SHEETS AND MANUFACTURERS REQUIREMENTS AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. FOUNDATION FLAN NOTES: 1. SLAB -ON -GRADE TO BE 4" THICK WITH 6XCo - W1.4XWI.4 W.W.F. ON VAPOR BARRIER OVER COMPACTED SOIL U.N.O. COORDINATE VAPOR BARRIER WITH ARCHITECT. SLAB SLOPE TOLERANCE = 1/8" PER 10'-0" PER ACI 11-1. REFER t0 ARCHITECTURAL DRAWINGS FOR TERMITE TREATMENTS. 2. TOP OF SLAB ELEVATION = 0'-0" UN.O. TOP OF ISOLATED COLUMN FTG. ELEVATION = (-) 1'-0" UN.O. TOP OF WALL FTG ELEVATION = l-) 1'-4" U.N.O. 3. C ) INDICATES TOP OF FOOTING ELEVATION. 4. STEP FOOTINGS WITH GRADE AS REQUIRED. PROVIDE 1011 MIN. SOIL COVER OVER ALL EXTERIOR FOOTINGS. CONTRACTOR TO FIELD -VERIFY FOOTING ELEVATIONS. NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. REFER TO 2/54.1 FOR STEPPED FOOTING DETAIL. 5. WALL FOOTINGS t0 BE TYPE WF2.5 U.N.O. SLAB LEGEND: HATCH INDICATES EXTENT OF 4" (MIN.) THICK CONC. SLAB -ON -GRADE w/ (ox(o WI.4xWl.4 W.W.F. ON VAPOR BARRIER OVER COMPACTED SOIL. COORDINATE w/ ARCHITECTURAL AND CIVIL DRAWINGS. ICE "'r FLAN o a REVISIONS BY ' N00 1-� U tD Crj L LL 0 Qti �zti y V O • � "d � U N ro ti it ¢ CL) 3 ti 3 Z 0 N r, U I z -0-E Y�o _ 5_H I I o' E1/���,i 0 �. �'.. 46665 • STATE OF .441 �•�; . R �• O .O •. C?� ��• .,11S `O N A' E� MOHAN ENGINEERING INC. Consu ting Structurd Enjl ie FL C.O.A. No. 7498 George E. Mohm FL P.E. No 46665 13051 W LL' ebppugh Ave.. S.R 102 - Tampa, FL 33626 Phone (813) 475-5983•F.. (813) 699-8336 U � Z 0 � o Ln V) Ln ' � M m J E Q " U .� _ d 0 0 O � � U - LL.I - 0 0 m 0 Vj U rn � 0 Q o >1 o m 0OleIV Z O J w L� Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2.1 REVISIONS BY �00 00 � CA "T N = C7 tU rs. o u u� -- -- E x Y N a Z o u p co N m •Lo 7 Q — O -' Go 3 ti E N CQ a G Cn w;�-H-w- a-c7,sl x ;. r.00`>co 'Az�,�o G•E*N 46665 1A f, STATE OF :� it MOHAN ENGINEERING INC. Cana dting Sbmturd Eng6;i; FL C.O.A. No. 7498 n George E. Mohan FL P.E. No. 46665 13051 w L� �au¢� Ave., Suite 102 • T—", FL 33626 Phone (813) 475-5983•Fo. (813) 699-8336 Z v0 v, • 0 m J E — °� •O U `~ O 0 ILL. — W O U > — N N CL � Q O > 0 m _ Q Z 0 v J LLJ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2*2 _I rz M a e D 0 E I 3" 1 , l21 T54 [12'-8"] TYP.-FLOOR FOR DECK BRG. U.N.O. REFER TO 4/543 W16x36 [18] R=15K T155 112'-S"] TYP.-FLOOR FOR BEAM BRG, U.N.O. REFER TO 5/543 AND 1/543 W16x36 [18] R=15K W16x36 [18] R=15K I y Y cc LID 04 N x N I -All �\ 8 IF\ PW,6x26'["14\] R=13K L0 W16x26 [14] R=13K o LID x �N � 1 1 ASe S3.1 I W 16x26 [14] R=1 W16x26 [14] R=13K W16x26 [14] R=13K W16x36 [18] R=15K W16x36 [18] R=15K W16x36 [18] R=15K 2 29'-8" INDICATES MECH. LOUVER OPENING. CONTRACTOR TO VERIFY MECH. OPENINGS WITH ARCH. AND MECH. NOTIFY ARCH./ENG. OF ANY DISCREPANCIES (TYP.) n] l . 11 HATCH INDICATES METAL STUD WALL. REFER TO WALL LEGEND (513) AND METAL STUD FRAMING NOTES (513) FOR CONSTRUCTION (TYP.) W16x36 [18] R=15K HATCH INDICATES EXTERIOR MASONRY WALL. REFER TO WALL LEGEND. HATCH INDICATES INTERIOR MASONRY WALL. REFER TO WALL LEGEND. W16x36 [18] R=15K REFER TO 9/843 FOR BEAM -TO -SEAM CONNECTION (TYP.) U.N.O. W16x36 [18] R=15K INDICATES (2) *3 x 2'-6" DIAGONAL REINR AT MID -DEPTH WHERE SHOWN. (TYP.)-UN.O. W16x36 [18] R=15K ij--_�J- - - - - W.-M W16x36 [18] 1R 5K or I W16x36 [18] R=15K L11 *4 x 6'-O" (TOP) AT 16" O.C. MAX. OVER GIRDERS (TYP.) U.N.O. REFER TO 3/543, /I I - W16x36 [18] R=15K W1606 [18] R=15K F-T I W16x36 181 R=15K �. L0 \ -N W16x36 [18] R=15K N x Ict (3) VERT. REINF. AT CORNERS (TYP.) REFER TO 3/542. W16x36 [18] R=15K INDICATES VERT. REINF. ADJACENT TO OPENINGS. REFER TO FILLED CELL SCHEDULE (TYP.) U.N.O. I 2 2 tu 3 4 I N Q N I 5 x 04 � C'4 Lu 2 3 CSIM.) 34'-8" 12'-811 S3.2 L I m S3.1 CB2 41, '. - , 614 *4 x 4'-0" (TOP) 1N12x14 [8] R=9K AT 16 " O.G. MAX. cA ' 1N12x14 [8] R=6K 15 S4.4 CB2 10} Y S4.3 o - cM m :;F W12x14 [8] R=6K < 12x14 [8] R=6K o �) >Wl2xl4 [8] R=9K CC) x 0 � o 1 `fin CN LC W12x14 [8] R=6K W12x14 [8] R=6K 0 1W12x14 [8] R=9K 10 S4.3 oil ,I d• 4 - Mai _ GROUTALL CELLS SOLI' STAIRSHA• - • ' ' •- W 12x 14 [8] 11 W12x14 [8] R=9K 11' - 411 W12x14 [8] R=6K W12x14 [8] R=6K I W12x14 [8] R=8K pm�L/ ♦♦ �.- W14x22 [12] R=14K REFER TO 11/643 FOR BEAM CONN. AT CORNERS. L0"x8"xl/2" EMBED AT CORNER BEAM EACH DIRECTION (OFFSET STUDS AS REQUIRED) (TYP.) >�V���W`14x22 [12] R=14K 11'-4" ►e I ►� �� 1 Ilul�' I IIII�' III�I�III Illlu' -% .. ii '�.•� - - ►1 I. p• 9001 •• i ii ` � '� P;i, rl FIN Em 1 ..I1r.1J111111 - ILIi11■-1J�R::I r•ill � --_� : �' :Fl■� , �r� _ r,y,��►�.:J:■..1�11 �J� �i ♦t®i ;;sm I,I�I�I cm I�'ly; �" xv mmu no � •� 5101 u_ ,IIIi1111 r :: � �:I � _ �� i so �JrJrlrJ� :: so �!� ♦ „ilk•:Im an i . 1� 1 1111 � 11111i61116I1;I1�H11111 �IIII1111111111111 11 "11111N1111111111111111J111IIH�II 11�d1 1i1 : �I '. �JPJl1JrJ mum V V l�JPJrJl:Jr J " =®C� IMS ■ A, ��_ . _ _ GENERAL NOTES: 1. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF FOOTINGS AND THICKENED SLAB EDGES. REFER TO 3/54.1 FOR ADDITIONAL INFORMATION. 2. PROVIDE CORNER BARS AT ALL CORNERS OF CONTINUOUS CONCRETE BEAMS AND MASONRY TIE BEAMS. REFER TO 5/54.2 FOR ADDITIONAL INTERSECTION. 3. REFER TO SHEET 51.3 FOR TYPICAL NOTES. 4. REFER TO SHEET 613 FOR SCHEDULES AND LEGENDS. 5. REFER TO SHEET 513 FOR TYPICAL DIMENSION/ELEVATION NOTES. 6. ( ) INDICATES TOP OF BEAM. C ] INDICATES BOTTOM OF BEAM. < > INDICATES BEARING ELEVATION. 1. REFER TO PLAN FOR SPECIFIC MASONRY CONTROL JOINT (MCJ) LOCATIONS. COORDINATE EXACT LOCATIONS WITH ARCH. EXTERIOR ELEVATIONS. REFER TO 1/54.2 AND 2/54.2 FOR TYPICAL MASONRY CONTROL JOINT DETAIL AND SPACING. S. REFER TO ARCHITECTURAL DRAWINGS FOR ALL OPENINGS. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S REQUIREMENTS AND NOTIFY ARCHITECT/ENGINEEER OF ANY DISCREPANCIES. 9. REFER TO ARCHITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS, STEP FOOTINGS AS REQUIRED (2/54.1) AND NOTIFY ARCH ITECT/ENG [NEER OF ANY DISCREPANCIES. REFER TO 2/51.2 FOR TYPICAL CONDUIT/PIPE DETAILS. 10, CONTRACTOR TO COORDINATE ALL SLOPES, DEPRESSIONS, AND SLAB OPENINGS w/ ARCHITECTURAL/ MEP DRAWINGS PRIOR TO CONSTRUCTION. REFER TO 12/64.1 FOR TYPICAL SLAB STEPS, II. REFER TO 1/812 FOR WIND DESIGN CRITERIA. DI1" TENSION/ELEVATION NOTES: I. REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS AND ELEVATIONS. 2. ALL DIMENSIONS AND ELEVATIONS SHOWN ARE BASED ON DIMENSIONS AND ELEVATIONS PER ARCHITECTURAL SHEETS. 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND ELEVATIONS SHOWN WITH ARCHITECTURAL SHEETS AND MANUFACTURERS REQUIREMENTS AND NOTIFY ARCH I TECT/ENG [NEER OF ANY DISCREPANCIES. FLOOR FRAMING PLAN NOTES: 1. STRUCTURAL FLOOR SLAB TO BE 3 1/4" THICK LIGHTWEIGHT CONCRETE TOPPING W/ roX(o W1.4XW1.4 W.W.F. ON 2", 20 GA., GALVANIZED COMPOSITE METAL DECK (VULCRAFT 2 VLI OR EQUAL). TOTAL SLAB THICKNESS = 5 1/4". 2. TOP OF 2ND FLOOR SLAB ELEVATION = 14'-8" TOP OF 2ND FLOOR STEEL ELEVATION = 14'-2 3/4" U.N.O. 3. CONTRACTOR TO VERIFY MECHANICAL CHASE SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS/REQUIREMENTS PRIOR TO STEEL FABRICATION. NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. REFER TO 6/54.3 FOR ADDITIONAL INFORMATION. COMPOSITE SEAM NOTES: 1. COMPOSITE BEAMS, GIRDERS, AND COMPOSITE METAL DECK ARE DESIGNED TO BE UNSHORED. 2. C 1 INDICATES NUMBER OF HEADED SHEAR STUDS EVENLY DISTRIBUTED ALONG COMPOSITE BEAMS AND GIRDERS. REFER TO 1/54.3, 2/S43 AND 3/643. 3. HEADED SHEAR STUDS FOR COMPOSITE BEAMS TO BE 3/4" DIA. 4" LONG. 4. REFER TO SHEET 54.3 FOR COMPOSITE BEAM DETAILS. 5. COMPOSITE BEAMS EQUALLY SPACED BETWEEN COLUMNS UN.0. (o. DESIGN FRAMING CONNECTIONS FOR THE GREATER OF THE FOLLOWING: • DEAD LOAD PLUS LIVE LOAD REACTIONS SHOWN ON PLAN. ( INDICATED BY R= "X" K; "X" = UNFACTORED TOTAL LOAD ASD, K = KIPS) • REFER TO 9/543, 10/543, AND 12/543 FOR MINIMUM ROWS OF BOLTS. COMPOSITE STUD NOTE: STUDS SHALL BE AUTOMATICALLY END WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. HAND WELDING IS NOT PERMITTED. KE"r PLAN 0 0 a 0 REVISIONS BY ' 00 N Lo �00I; I_ o YcoI' U r - E x n � N � a. 0ILI U N M �I < LO E, co 3 4., 3 3 ►-� 0 2 N t- E Ca CV 1--� co • 1 AF ! VIC Izzw w •-'sue �-_A.-�a o � 6 3E E. 410-'11�. .��0•.•� G E•N S�•y92�� •';• 46665 • STATE OF '•lij Al ' <v FS..OR �, ;��NA� 0"�`�� MOHAN ENGINEERING INC. Conaultng Structure Englrleero FL C.O.A. N.7498 George E. Mohan FL P.E. No, 46665 13061 W.L� ebagl Ave.. Suite 102 • Tampa. FL 3362E Phone (873) a75-5983. Fax (813) 699-8336 U -a Z o � to • C M O M (D Q v, -°D c 2 U :3 o C) Q � U W O v cn N 5 IL Q O >1 Q m _ Q- O Cy- 0 O J 'w Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2.3 lolls" I I- I 1 11 I _A1 JU15 T F:5KC; tm 3 STEEL FRAME AT CURB SUPPORT AT FAN AND DUCT OPENING. REFER TO 3/64.4 AND 4/64.4 PROVIDE LS"x(o"x5/16" AT STACK SUPPORT (AS REQUIRED). COORD. w/ ARCH. AND MECH. JOIST BRG 0 N m u STEP MAS. v m u lem (L T52 130'-0"3 �t .mu STEI MAC 0 m <30' - 0"> JOIST BRG <29'-4"> JOIST BRG 132'-0"] C35'-4"J 135'-4"] C32'-0"] 0 2 INDICATES HORIZONTAL BRIDGING y 4 w 4 w Q 5 EQUALLY SPACED BETWEEN SUPPORTS d) 0 w/ X-BRIDGING AS SHOWN (TYP.) INDICATES HIGH ROOF. I I I I REFER TO S2 � (TYP) I Im INDICATES CONT. UPLIFT BRIDGING AT FIRST BOTT. CHORD PANEL 2 3 POINT AS SHOWN (TYP.) METAL STUD SOFFIT FRAMING. I I i - - - T52 130'-0"1 REFER TO SECTIONS. COORD, w/ 4 3 3 1 1 ARCH. L2 C29'-4"] MUL ASe S3.1 ASa S3.2 <29'-2 3/4"> I I S3.1 VERIFY 111111111 JOIST BRG --- --- - _ - - - ---- -�-- ---- --- -------- - - - ------ ---- ----------- - -- ----------- Q----------------------------------- _HATCH INDICATES METAL STUD WALL. - REFER TO WALL LEGEND (513) AND METAL STUD FRAMING NOTES (513) FOR CONSTRUCTION (TYP.) (VERIFY) JOIST HATCH INDICATES EXTERIOR MASONRY WALL. I - - - - - - -- --- --� •----------- ----------- REFER TO WALL LEGEND. r Y �� Y �� Y --- ----- -- >< --------------------------------------------------- ---- --- ---- --- \ 00 N N cv LO I iU U I 22K4 Y 24KCS4 I I ----_---- I I 24KCS4 II , N---><---------------------- - -- 2 10 r, (5) SPACES AT (5) SPACES AT S4.6 I (2) EQ. I I C2) EQ. S4.6 (2) EQ. C+/-) 5'-11 1/4" C+/-) 6'-0" I -- -------- -'-�-'-------------------------------------------------- - 1 - --- --- TRU-3 II - I RTU-2 II "2450 I I I I _02450- --- s4.6 - - - - i II I II � --- ---- - W24x55---------- --------------------------W24x55--------- -------- W18x35 _ - - _� W12x26 W18x35 ----- ----- ASS-------- ------------- --- ---- ----------- ---------------- --------------- ---------------------------------- --- - - - - --------- ------ 14 11 REFER TO 11/543 FOR 22K4 BEAM CONN. At �-r-�- S4.4 S4.4 F COMERS (TYP.) 1[]1111[Tu• =6111- rq Ld ►�,� r1 CND .^.[]III1111l ra Im um pm mm KA MIN gq in Fm so MR 01 •• I'*a MISMCI 0-ti MCI RE �I W4 Cm C IA1 �311111 r9mm '30111I1Mf0.f�f�����.� INDICATES KICKER AT ><;�`- ><�� -\� � -\� BOTTOM BEAM FLANGE. REFER TO 11/54.4 (TYP.) (2) EQ. (4) SPACES AT ol (2) EQ. <- ------- ----------------- -------- ----------- x - _ -,�\ --- - - - - - - -- W12x26-----_ __ \ �\-- ---------------- -- W12x26 _ INDICATES PRE-ENGINEERED SKYLIGHT -. AND CONNECTIONS BY CONTRACTOR'S 22K4 : cQ m DELEGATE SPECIALTY ENGINEER (TYP.) cfl o LO M N N M M N N m d N N N N 00 OXO 00 CO N N w T T"� JOIST MANUFACTURER CAUTION: d) ROOF DEAD LOAD = 30 PSF. THIS AREA _ _ _ (BETWEEN GRIDL INES B AND C) --- W12x26 W12x26 t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --��- ------- - �- - ---- - --��E -- -- - - - - - - - - - - - - - (SE E ARCH.) 5 W12x24 ELEVATOR HOIST BEAM. S4.6 NOTE: I 50TTJ5M, _ (+/-) 28'-6" (-2" MIN. STUDS AT SCREEN WALL t0 \,�� \,\/ BELOW ROOF DECK) COORD. \;�>< BE 6", 18 GA (600 5162-43) �� LOCATION w/ ELEVATOR MFR. -- rr AT IS" O.G. MAX. w/ 6", 18 GA. Y Y I- 1 -0' (600 T125-43) METAL TRACK o REFER TO 12/54.4 FOR o I ITYPJ AT TOP/BOTt. ITYPJ U.N.O. I CONNECTION EACH END. �t - - - - - - - - - - - - - - -------------- W24x55------ ------------------------- - - ----- ------ ----- ----- --------- -- -- -- --- ---- ------------------ -- -- -- W24x55 _ -- --- W12x26 -- ---- it it W1 -------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------- - { � ------------- -- - - - - - W18x35 _ -44 ~* 12 RTU 1 ,I>� ' s4.3 02450 ---- I I C., CU-1 F- I - - --------- --- - -------------------- V -------- -�\------------------- ------------------------------- -,-,�>_< LID-, �> - � 22K4 N S4.6 24KCS4 (2) EQ. ------ C2) EQ--- -) 3 -m" 3'-0° I I S4.6 24KCS NN zi - - - - -� (TYPJ --->'< ----------- 61 a- I ----- --- -- �>E` +---- T54 (VARIES) TOP/BEAM = BOTT./DECK I -' ( I - (0 (T P.-MASMWALL LOCATIONS w/ JOIST ---- _ .��� _ _ 411- -,��� -- - - -- FINJ24" MAX DEPTH ------- 1 I --� _ PARALLEL EA. SIDE) ----- -- - - - - - - - II N ( VERIFY) . JOIST BRG I\, I I 1 2 MAW 2 INDICATES PRECAST CONC. LINTEL. REFER TO PLAN AND SCHEDULE. NOTE: PRECAST CONC. LINTEL LI (TYP.) U.N.O. T53 AT TOP/PARAPET T52 AT DECK/JOIST BRG. (TYP') U.N.O. (3) VERT. REINF. At CORNERS (TYP.) REFER TO 3/642. <29'-2 3/4"> VERIFY JOIST BRG co \ N - --' =------- II , -; ;�-- x II N - 7. \ -0 L2 129'-4"1 r- Y I� t- T52 C30'-011 3 I I I INDICATES HIGH ROOF. W N REFER TO 521 (TYP.) w 3 4 132'-0"1 135'-4"1 C35'-4"]OIL 132'-0"1 O5OUTH SUING; (ROOF FR,4I1INC; PL7N SCALE: 3/16" = I'-O" GENERAL NOTES: 1. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF FOOTINGS AND THICKENED SLAB EDGES. REFER TO 3/54.1 FOR ADDITIONAL INFORMATION. 2. PROVIDE CORNER BARS AT ALL CORNERS OF CONTINUOUS CONCRETE BEAMS AND MASONRY TIE BEAMS. REFER TO 5/542 FOR ADDITIONAL INTERSECTION. 3. REFER TO SHEET 513 FOR TYPICAL NOTES. 4. REFER TO SHEET 513 FOR SCHEDULES AND LEGENDS. 5. REFER TO SHEET 513 FOR TYPICAL DIMENSION/ELEVATION NOTES. 6. C ) INDICATES TOP OF BEAM. C ] INDICATES BOTTOM OF BEAM. < > INDICATES BEARING ELEVATION. 7. REFER TO PLAN FOR SPECIFIC MASONRY CONTROL JOINT (MCJ) LOCATIONS, COORDINATE EXACT LOCATIONS WITH ARCH. EXTERIOR ELEVATIONS. REFER TO 1/54.2 AND 2/54.2 FOR TYPICAL MASONRY CONTROL JOINT DETAIL AND SPACING. 8. REFER TO ARCHITECTURAL DRAWINGS FOR ALL OPENINGS. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S REQUIREMENTS AND NOTIFY ARCHITECT/ENGINEEER OF ANY DISCREPANCIES. S. REFER TO ARCHITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS, STEP FOOTINGS AS REQUIRED l2/54D AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. REFER TO 2/512 FOR TYPICAL CONDUIT/PIPE DETAILS. 10. CONTRACTOR TO COORDINATE ALL SLOPES, DEPRESSIONS, AND SLAB OPENINGS w/ ARCHITECTURAL/ MEP DRAWINGS PRIOR TO CONSTRUCTION. REFER TO 12/54.1 FOR TYPICAL SLAB STEPS. 11. REFER TO 1/612 FOR WIND DESIGN CRITERIA. DIMENSION/ELEVATION NOTES: 1. REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS AND ELEVATIONS. 2. ALL DIMENSIONS AND ELEVATIONS SHOWN ARE BASED ON DIMENSIONS AND ELEVATIONS PER ARCHITECTURAL SHEETS. 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND ELEVATIONS SHOWN WITH ARCHITECTURAL SHEETS AND MANUFACTURERS REQUIREMENTS AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. ROOF FRAMING PLAN NOTES: STEEL JOIST: 1. ROOF FRAMING TO BE PRE-ENGINEERED STEEL BAR JOISTS. JOIST SPACING = SEE PLAN. EQUALLY SPACED BETWEEN SUPPORTS, NOT TO EXCEED 6'-0" O.G. MAX. U.N.O. 2. CONTRACTOR/ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING. 3. METAL ROOF DECK TO BE 1 1/2" DEEP, 22 GA., GALVANIZED, TYPE "B". FASTEN ROOF DECK w/ (1) 5/8" DIAMETER PUDDLE WELDS At EACH SUPPORT AND (1) 010 TEK SCREW SIDELAP FASTENERS EQUALLY SPACED BETWEEN SUPPORTS (PER 36" WIDTH). REFER TO 1/54.4. 4. ROOF SLOPE = REFER TO ARCH. 5. JOIST BRG. ELEVATION= <VARIES> REFER TO PLAN. TOP OF BEAM ELEVATION= (VARIES) REFER TO PLAN. 6. PROVIDE CONTINUOUS STEEL ANGLE AT ALL DECK EDGES U.N.O. REFER TO 5/54.4 AND 13/54.4. -1. REFER TO STRUCTURAL NOTES/SPECIFICATIONS FOR "SP" JOIST NOTES. 6. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR EXACT SIZE AND LOCATION OF REQUIRED MECHANICAL OPENINGS. CONTRACTOR TO COORDINATE SIZE, WEIGHT, AND LOCATION OF MECHANICAL EQUIPMENT AND PENETRATIONS WITH MECHANICAL EQUIPMENT SHOP DRAWINGS PRIOR TO JOIST FABRICATION. NOTIFY ARC HITECT/ENGINEER OF ANY DISCREPANCIES FROM THE STRUCTURAL DRAWINGS. REFER TO 2/54.4, 3/54.4, AND 4/54.4 (S I M.) JOIST MANUFACTURER NOTES: 1. ALL JOIST BRIDGING TO BE IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE (SJI) MINIMUM REQUIREMENTS U.N.O. 2. MECHANICAL EQUIPMENT WEIGHTS AND LOCATIONS TO BE VERIFIED PRIOR TO JOIST/GIRDER FABRICATION, G.C. COORDINATE WEIGHTS/LOCATIONS w/ SPECIALTY TRADES AS REQUIRED. <E�' FLAN a o a a a a REVISIONS BY f N CO �-.- -- L o E u 7 ti V u O C? U N c�J i E 00 o P•�� p T N ti N C_ -� �' 1 �II •E. M0 • . ��'••E•N3�•yy2'. N 46665 ; STATE OF ' OF•,c�OR1�P'C?��� A` MOHAN ENGINEERING INC. A Nord En am ConaulthSt NO g FL C7498 .0 George E. Mohan FL P.E. No. 46655 13051 w L laugh Aw, SuAe �02 • TamDc. FL 33626 Phone (8'3) <75 5983•Foa (817.� 599-8336 U -0 Z O J Cy N Ln V) Ln � M M m E N Q " U o •0 U O 0 LL. - W 0 0 cc v cl U U L > - N v U Q O 0 m N x N C z O W LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2.5 REVISIONS BY .f, ' 00 Q0M U M N �r 0 5 = ti v / O U C) U N • Lo ~ > Q C — o 3 ti 3 ti M 1 , a z Ut_ x M, U__.le.il d o vk I r E u 1140 .��0• �� c'E'NS� •y�2,� 46665 O:•• TAT E OF MOHAN ENGINEERING INC. ConoUting Structural Eng� e" 4 FL C.O.A. No 798 n George E. Mohan FLP.E. No. 46665 13051 W J. ebough Ave., Su Re 102 •T— FL 33626 Phone (et 3) a75-5983•Fo (81 ) 699-8336 U -0 m Z 0 LO U V) LO -- C M -0 l,0 m J E a) Q in " U :3 •0 C_j O I — LLJ -° 0 v c v v; � U c > — U 0 Q >1 � m s z 0 v _J w L- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2e6 I 4 2 3 5 8 S3.2 I I I I I it I II I III I _J I I L W 12x26 GIRDER I II 1 X N GIRDER L_ I I II W 12x26 I' I II II - II J II II II it Cw� lk 6 N N uC��l ILA N N C Y, i O �\Q 7 T W 12x26 I I I I I ---A; A II III I oo�,Ll L I I I II I CANT. 7.CANT. I I I X-BRACING. REFER TO 7/54.6. I I II I I I IF - I I 14 4 - - - - - - - - - - - -C 5 , - - - - - S4.3 S4.5 - - - I I - _ - 3 T51 AT TOP/ MAS. WALL 7-(TYP.) U.N.O. 3 S4.5 II - - - - - - - - - - - - - - - - - - - C ; - - - - - - - - -I I I - - - C I I I L I �I I II I I I X-BRACING. g REFER TO -i/54.6, s4.3 CANT. CANT. 13 I S4.3 _ W 12x26 I o \°� r I' I 'co�oGp� N N III � w w ----------------- �I II -------------------- p- - - - - - - - p- III III I II II I I i I II I I ti T-I - S4.3 3 2 4 53.2 5 g X-BRACING. REFER TO i/54Ao. I X-BRACING. REFER TO -1/54.6. I 4 I I S4.5 I I I I I I W 12x26 /1. I 11 GIRDER All- N x N I II II GIRDER I II I II � � I � �\Q W 12x26 OH IC'3H ROOF FRAMING FLAN SCALE: 3/16" = P-0" GENERAL NOTES: 1. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF FOOTINGS AND THICKENED SLAB EDGES. REFER TO 3/54,1 FOR ADDITIONAL INFORMATION. 2. PROVIDE CORNER BARS AT ALL CORNERS OF CONTINUOUS CONCRETE BEAMS AND MASONRY TIE BEAMS. REFER TO 8/64.2 FOR ADDITIONAL INTERSECTION. 3. REFER TO SHEET 513 FOR TYPICAL NOTES. 4, REFER TO SHEET 513 FOR SCHEDULES AND LEGENDS. 5. REFER TO SHEET 513 FOR TYPICAL DIMENSION/ELEVATION NOTES. (o. ( ) INDICATES TOP OF BEAM. C 7 INDICATES BOTTOM OF BEAM. < > INDICATES BEARING ELEVATION. 1 REFER TO PLAN FOR SPECIFIC MASONRY CONTROL JOINT (MCJ) LOCATIONS. COORDINATE EXACT LOCATIONS WITH ARCH. EXTERIOR ELEVATIONS. REFER TO 1/54.2 AND 2/54.2 FOR TYPICAL MASONRY CONTROL JOINT DETAIL AND SPACING. B. REFER TO ARCHITECTURAL DRAWINGS FOR ALL OPENINGS. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S REQUIREMENTS AND NOTIFY ARCH ITECT/ENG INEEER OF ANY DISCREPANCIES. 5. REFER TO ARCHITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS, STEP FOOTINGS A$ REQUIRED (2/54D AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. REFER TO 2/51,2 FOR TYPICAL CONDUIT/PIPE DETAILS. 10. CONTRACTOR TO COORDINATE ALL SLOPES, DEPRESSIONS, AND SLAB OPENINGS w/ ARCHITECTURAL/ MEP DRAWINGS PRIOR TO CONSTRUCTION. REFER TO 12/54.1 FOR TYPICAL SLAB STEPS. 11. REFER TO 1/51.2 FOR WIND DESIGN CRITERIA. ROOF FRAMING FLAN NOTES: METAL TRUSS: 1. ROOF FRAMING TO BE PRE-ENGINEERED METAL TRUSSES AT 24" O.G. MAX. (TYP.) UN.O. 2. REFER TO ARCH. SECTIONS FOR METAL TRUSS CONFIGURATIONS. 3. CONTRACTOR/ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING. 4. ROOF SHEATHING TO BE 5/8" EXTERIOR GRADE PLYWOOD WITH 012 TEK SCREWS AT 4" O.C. AT PANEL JOINTS AND 6" O.G. FIELD U.N.O. REFER TO 1/64.5. 5. ROOF SLOPE = 5.9:12 U.N.O. (REFER TO ARCH.) 6. TRUSS BRG. U.N.O. = 1-1'-8" WEST CANOPY EAST CANOPY 35' -4" HIGH ROOF COORDINATE ALL TRUSS BRG. ELEVATIONS w/ ARCHITECT. -1. CONNECT TRUSS TO MASONRY TIE BEAM/CONCRETE BEAM/STEEL SEAM w/ iE I/8"xl"x5" (TYP.) UN.O. REFER TO 2/54.5 AND 4/54.5 FOR ADDITIONAL INFORMATION. 8. CONNECT GIRDERS/HIP TO MASONRY TIE BEAM/CONCRETE BEAM/STEEL BEAM w/ (2) iE 1/8"X1"X5" (I-fE EA. FACE.) TRUSS MANUFACTURER TO PROVIDE TRACK CLOSURE / fE AS REQUIRED. REFER TO 2/54.5 AND 4/54.5 FOR ADDITIONAL INFORMATION. TRUSS MANUFACTURER NOTES: 1. TRUSS TOP CHORDS TO BE 16 GA. MINIMUM. TRUSS BOTTOM CHORDS TO BE 16 GA. MINIMUM. ALL TRUSS MEMBERS AT TRUSS CONNECTIONS TO BE 16 GA. MIN. 2. ALL TRUSS -TO -TRUSS CONNECTIONS TO BE DESIGNED/SUPPLIED BY TRUSS MFR. SUBMIT GUT SHEETS OF CONNECTION HARDWARE FOR STRUCTURAL REVIEW. 3. TRUSS BOTTOM CHORDS ARE UNBRACED (NO RIGID CEILING AT TRUSS BOTTOM CHORDS). TRUSS MANUFACTURER TO SPECIFY BOTTOM CHORD TRUSS BRACING MEMBERS, LOCATIONS, AND CONNECTIONS AS REQUIRED AT UNBRAGED BOTTOM TRUSS CHORD. 4. MINIMUM BOTTOM CHORD BRACING TO BE CONT, 3 5/8", 18 GA, (362 5162-43) METAL STUDS AT 4'-0" O.G. MAX, w/ 3-5/8", 18 GA. (362 51(o2-43) METAL STUD DIAGONAL BRACE AT EACH END AND AT 20'-0" O.G. ALONG GONT, BRACING LENGTH. FASTEN EACH MEMBER w/ MINIMUM (2) 010 TEK SCREWS. INSTALL ADDITIONAL BRACING AS SPECIFIED BY TRUSS MFR, 5. ALL TRUSS ENGINEERING, PLACEMENT, DIMENSIONS, SIZE OF MEMBERS AND CONNECTIONS TO BE VERIFIED BY TRUSS MANUFACTURER. 6. IF TRUSS LAYOUT DIFFERS FROM THAT REPRESENTED ON PLAN, PROVIDE DESIGNER WITH REVISED LAYOUT FOR SUPERSTRUCTURE REDESIGN. -1. REFER TO CFSBCSI (CURRENT EDITION) FOR MINIMUM TRUSS BRACING REQUIREMENTS AND ADDITIONAL INFORMATION. <E' ' FLAN 0 0 a o REVISIONS BY i ' oo �--, uI'DC' N CO CO o`- �sCc' E U x y o,ro 5 a L- :c CDc U N Q E ti > Q m00 3 ti >: 3 3 N o=I` .-.-. E ti r V a CV C; �i II a I� �= x O. o >n - � �i- b - J I E„M0 -*11 ti, 0 46665 •'.• STATE OF :•'JJ Al MOHAN ENGINEERING INC. e onswtinq St wturd 6;q i aro FL C.O.A. No 7498 mGeorge E. Mohm FL P.E. No. 46665 13951 W. - A4ugh Ave., 6uRe 102 -Tampa, FL 33626 Phone �813) 475-5983•Fax (81}) 699-8336 U � Z 0 J N LO V) LO D 0 M m J E Q N -gyp 0 U `~ - •0 0 O 0 _ Ld -° 0 N U 0 > - to °' s a m 0 Q >1 p m Q mW � N Z O 0 Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2.7 I I F I 1 J131-411' 1 � I --- 111 1 - -- --UI 8'-0' - 8'-0-0"12'-011 3-41 '-8" L S4.1 la0' -a" 3 2 ti II a" CMU w/ HORIZONTAL JOINT REINF. AT 8" O.G. MAX. AND % VERT. AT 8" O.G. MAX. IN FULLY GROUTED CELL AT EACH CANOPY COLUMN (4-LOCATIONS) O E 4S16 TC�4NOfi r FOUNDATION FLAN 11 5 m NJ W12x14 [8] R=9K ; 11 12' - 0" 12' - 0" — -g -0"— 3'- GB2 12' -8" 3'-4" I 8'-0" I I' -4" 11' -4" 3 S3.2 34'-8" Ile m' I I U I �X :. I U U Q O o x -i = x I H55 4"x4"xl/4" STEEL N 4 N C I HANGERS BETWEEN F I--- I BEAMS. (3-LOCATIONS) 4 I I TRUSS MFR. CAUTION: 40 P5F DEAD LOAD S4.5 I I (ADDITIONAL 10 PSF) DUE TO STUCCO CEILING. -- 77-- — _ _W24x76 (18'-8")! q� W 12x50 (15 -'4") i I 4 I S4.6 I i I I I I I I i I I I C 80 W 6 Iv w W !� 3 I I I I I I I i I I I I l I I I I W24x76 (1 -8") Il I T55 118'-8") w/ 24" THICK 2 2 CONCRETE CAP (04 AT S3.3 S3.3 8" O.G. EA, WAY TOP AND BOTTJ (4-LOCATION6) ROOF VENT NOTES: 1. ROOF VENTS AND CONNECTION BY OTHERS. COORD. w/ ARCHITECT. 2. REFER TO 7/54.6 FOR BLOCKING AT RIDGE/OFF RIDGE VENTS. 3. COORD. ROOF VENT LOCATIONS w/ ARCHITECT. O E 416 STCANOF`' ROOF Fiz24111NG FLAN NOTES: 1. REFER TO SHEETS 513 AND 52.1 FOR TYPICAL NOTES, SCHEDULES, AND LEGENDS. <E'*,' FLAN o a 0 0 REVISIONS BY ,00 00 V CD C`") y M N O c0 7� E C � U y ro O V INN 00 U N r` 3 T 3 u �--, E ti N C, p a E•' > ? El r; 3' 0 O (Z mz.E-o , , ,,AGEEfill, .��0• �� c'E'NS •y92,� 46665 STATE OF .' � .pR1�G�": MOHAN ENGINEERING INC. y sa,knlrd Eny�neeI nConsA FL C.O.A. No. 7498 G-9. George E. Mohan FL P.E. No. 46665 13051 W e6wgh Ave., Suite 102 •Tampa, FL 33626 Phone �813) 475-5983•Fax (813) 699_8336 U -0 Z o c: J N V C M U M Q N -p U Z) �= _ �0 0 O 0 L" W o U c 0 VTU U L > — � o Q >, 0 m t � N Z O w L � Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2.8 NOTE 5: REVISIONS BY 1. REFER t0 SHEETS 613 AND 82.1 FOR TYPICAL NOTES, SCHEDULES, AND LEGENDS. 00 00 C-3 y � N C✓^ L _J CO Li. Q ^ y U -S ~ E U b �— O _ ti v E x U ^ N / C Q L C p U U N �0 3 N 3 + E — o C'J .1 1 1 0- x-�-way O _ i4 si ROOF VENT NOTES: 2 ISiM.) I y (SIM.) i 1. ROOF VENTS AND CONNECTION BY ,qga ASs OTHERS. COORD. w/ ARCHITECT. 2. REFER TO '1/54.6 FOR BLOCKING AT RIDGE/OFF RIDGE VENTS. 3'-411 3. GOORD. ROOF VENT LOCATIONS w/ ARCHITECT. k^101 -- ------------ W16x26 (17'-8") 40 P DEAD LOAD .`���PGE, E'�MO�i,�� O m I c I (ADDITIONAL 10 PSF) t�,�.��G'E'Ns*•?y�''. 4101T— — I DUE TO STUCCO CEILING. 46665 8" GMU w/ HORIZONTAL JOINT L RE INF. At 8 O.G. MAX. AND "VERT. AT 8" O.G. MAX, IN O FULLY GROUTED CELL At EACH 6 I I � . STATE O P•••• CANOPY COLUMN (4-LOCATIONS) - v w �O TB-1 (I1'-8") w/ 16" THICK CONCRETE GAP (04 AT 8" O.G. EA. WAY TOP AND — — — BOTT.) (4-LOCATIONS) MOHAN ENGINEERING INC. Conaulthq Str O.A.No. Engtiteera FL C.. No. P.E. o Cr I �w W 16x26 �i I I George E Mohan R P E "0 46664 13051 W nebagh A-. Sub 102 •Tamppa, FL 33626 Phone �813) 475-5983•Fax (813) 699-8336 L-----J ---- ( Z o w X � - - 2 3 I n �o I - - - - - - — m oM --- 4 Nv""� 5 4 I 4 It 1 I ' Q cn N l~ll �N 4 U •O O U 12'-811 I80'- O I L— 11 1 1 11 1 1 1 11 11 CSIM.) U 12 -0 8 -0 3 -4 k 12 - 3 -4 8 -O � 12'-0" 12'-8" 2 3 34'- 12'-8" � � � vi � _ L 0 U 12'-0" 8'-0" S3.2 3'-411 12'- ' 3'-411 I 8'-O" 12'-011 ) o I rJ` I rJ` o I = = I <E r FLAN p m tr -—i;l — -----� L_cn— S3.1 `" CB2 S3.1 N N Z ai a J I.LJ --- - - - -----� - - - - - -- - - - - - - '� I I I I I I +'4 x 4'-0" CTOP) W12x14 [8] R=9K Date: 02. 13. 1 G8 AT 16" O.C. MAX. 15 Scale: AS NOTED CW12x14 [8] R=6K C> S4.4 W12x14 [8] R=9K Project Mgr: GEM - '') 0I\/ Job: 15-025 Sheet m I m W12x14 [81 R=91K O WE5T C,4N0�'�' FOUNDATION PLAN O WE5T C,4NOP�' FROOF Fiz,4`1INCi PLAN S2*9 SCALE: 3/16 — I'-011 SCALE: 3/16 — I—0" (DECK 4 BRG.) S4.3 (DECK 5 SIDE LA i ) S4.3 (BEAM 7 CONNECTION) I SEE PLAN 4 CAT GRADE) S4.1 6 (AT SLAB) S4.1 ROOFING AND INSULATION. REFER TO ARCH. METAL ROOF DECK. REFER TO PLAN, TIE BEAM. REFER TO PLAN AND SCHEDULE. REFER TO ARCH. AND 4/632 32'-0" TOP/M,4S. 2V-4" BRG. TIE BEAM. REFER TO PLAN AND SCHEDULE. PRE-ENGINEERED STEEL JOIST. REFER TO PLAN. EXTERIOR WALL FINISHES. REFER TO ARCH. SHEATHING. REFER TO ARCH. (4) 010 TEK SCREWS BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER (TYP.) U.N.O. CONT. L2 "x2 "xl6 GA. w/ (2) 1*10 TEK SCREWS EA. LEG AT EA. STUD BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER (TYP.-CORNERS) U.N.O. GONG. SLAB FILL. REFER TO PLAN. COMPOSITE METAL DECK REFER TO PLAN. TIE BEAM. REFER TO PLAN AND SCHEDULE. TOP/SLAB 14'-2-3/4" n DECK BRG. STEEL BEAM. REFER TO PLAN. 6", 16 GA. (600 5162-54) METAL STUD FRAMING AT 16" O.G. MAX. w/ CONT. 6", 18 GA. (600 T125-43) METAL TRACK EA. END BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER (TYP.) U.N.O. MAS. WALL. REFER TO PLAN AND SCHEDULE. VERT. RE INF. REFER TO PLAN AND SCHEDULE. 14 GA CLIP ANGLE AT EACH CORNER/END AND EVERY OTHER STUD (32" O.C. MAX.) BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER (TYP.) U.N.O. EXTERIOR SLAB/GRADE. REFER TO ARCH./CIVIL CONCRETE PAD. REFER TO PLAN FOOTING. REFER TO PLAN SLAB -ON -GRADE. REFER TO PLAN f (DECK 4 BRG.) S4.3 (DECK 5 SIDE LAP) S4.3 (BEAM 7 CONNECTION) S4.3 ---- 4 lAT GRADE) S4.1 6 lAT SLAB) S4.1 ROOFING AND INSULATION. REFER TO ARCH. METAL ROOF DECK REFER TO PLAN. TIE BEAM. REFER TO PLAN AND SCHEDULE, DIAGONAL BRACE TOP AND BOTT. w/ CLIP ANGLE TO MASONRY BY DELEGATE SPECIALTY ENGINEER (TYP.) U.N.O. 6", I6 GA. (600 5162-54) METAL STUD FRAMING AT 16" O.C. MAX. w/ CONT. 6" 18 GA. (600 T125-43) METAL TRACK EA, END BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER (TYP.) U.N.O. REFER TO ARCH. AND 4/832 32'-0" TOP/MAS. EXTERIOR WALL FINISHES. REFER TO ARCH. -- VARIES -- DECK BRG. SHEATH ING. REFER TO ARCH. TIE BEAM. REFER TO PLAN AND SCHEDULE. (4) 010 TEK SCREWS BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER (TYP.) U.N.O. CONT. L2 "x2 "x16 GA. w/ (2) 010 TEK SCREWS EA. LEG AT EA, STUD BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER (TYP.-CORNERS) U.N.O. 14 GA. CLIP ANGLE BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER (TYP.) U.N.O. SEE ARCH. n TOP/MASONRY OPENING PRE-ENGINEERED STEEL JOIST. REFER TO PLAN. CONC. SLAB FILL, REFER TO PLAN. COMPOSITE METAL DECK REFER TO PLAN. SEE ARCH. BOTT./MASONRY OPENING 4 5 6 S4.2 S4.2 S4.2 TOP/SLAB 14'-2-3/4" DECK BRG. TIE BEAM. REFER TO PLAN AND SCHEDULE. MAS. WALL. REFER TO PLAN AND SCHEDULE. VERT. REINF. REFER TO PLAN AND SCHEDULE. 4 5 6 S4.2 A S4.2 A S4.2 SEE ARCH. TOP/MAS. OPENING STEEL BEAM. REFER TO PLAN. SEE ARCH. -EXTERIOR SLAB/GRADE. REFER TO ARCH./CIVIL TOP/SLAB FOOTING. REFER TO PLAN SLAB -ON -GRADE. REFER TO PLAN (DECK 4 BRG.) S4.3 (DECK 5 SIDE LA i ) S4.3 (BEAM 7 CONNECTION) S4.3 ----- II SEE PLAN 4 (AT GRADE) S4.1 6 (AT SLAB) S4.1 ROOFING AND INSULATION. REFER TO ARCH. METAL ROOF DECK REFER TO PLAN. TIE BEAM. REFER TO PLAN AND SCHEDULE. 1� REFER TO ARCH. AND 4/932 32'-0" -- I TOP/MAS. SOFFIT FRAMING. REFER TO 2/53.1 AND ARCH. I FOR ADDITIONAL INFORMATION. 2S'-4" JOIST BRG. I TIE BEAM. REFER TO PLAN AND SCHEDULE. 4 5 6 S4.2 S4.2 S4.2 1 SEE ARCH. OP/MASONRY OPENING SEE ARCH. BOTT./MASONRY OPENING TIE BEAM, REFER TO PLAN AND SCHEDULE. 14'-8" TOP/SLAB 14'-2-3/4" DECK BRG. MAS. WALL. REFER TO PLAN AND SCHEDULE. VERT. RE INF. REFER TO PLAN AND SCHEDULE. 4 5 6 S4.2 S4.2 54.2 1 O1 WALL SECTION REF:1/Asa O WALL SECTION REF:2/A8c 1(�)i UJ,4LL SECTION REF:3/ASa SCALE: 3/6" = 1'-0" SCALE: 3/8" = P-0" SCALE: 3/8" = 1'-0" SEE ARCH. TOP/MAS. OPENING SEE ARCH. n BOTT./MAS. OPENING EXTERIOR SLAB/GRADE. REFER TO ARCH./CIVIL 0'-0" n TOP/SLAB FOOTING, REFER TO PLAN SLAB -ON -GRADE. REFER TO PLAN REVISIONS BY , �r u cDM a, E M �r ) �. c A� E bti b o � m Q U • N CJ ti > o Q�� 3 ti 3 N ti CV H. E O E+- r, -0� C%o-rn 0, m I '\-F E►, MO �1111 `��li�• �� G•E N S •.yr%2 �i N 46665 STATE OF '�✓ 0% N AE� l. MOHAN ENGINEERING INC. Consulting Shuoturd Englneero FL C.G.A. No. 7498 George E. Mohan FL a.E. No. a6666 3626 Phone (E �j 447t— 983-Fax (8102 3) 69938336 V Z o V V) � C M .� O M m _J E Q in `-' V � •O 0 O 0 IL. — W -° o 0 cc II ( 0 0 L > — to )1 O L Q o >1 m t Z 0 II J w Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S3*1 ROOFING AND INSULATION. REFER TO ARCH. METAL ROOF DECK REFER TO PLAN ROOF DRAIN. REFER TO ARCH./PLUMB. TIE BEAM. REFER TO PLAN AND SCHEDULE 6 CJOISt BRGJ S4.4 REFER TO ARCH. ��-- -- —��AND 4/53.2 I 32' -0" TOP/MAS. 29'-411 JOIST BRCS. y TIE BEAM. REFER TO PLAN l 1 AND SCHEDULE (DECK 4 BRG.) S4.3 (DECK 5 SIDE LAP) S4.3 (BEAM � CONNECTION) S4.3 — — L4 (AT GS S4.1 6 CAT SL S4.1 PRECAST CONCRETE LINTEL (LI) FOR OPENINGS X -- GREATER THAN 0'-8" METAL STUD FRAMING. �j REFER TO 1/53.1 AND ARCH. O FOR ADDITIONAL INFORMATION 1 tr .. ROOF DRAINS AND PIPING. -- REFER TO ARCHJPLUMB. FOR SIZES AND LOCATIONS T; _PRE-ENGINEERED �l -- STEEL JOIST. li REFER TO PLAN III I ! SEE PLAN GONG. SLAB FILL. REFER TO PLAN COMPOSITE METAL DECK. REFER TO PLAN 1 i TOP/SLAB 1 I 14'-2-3/4" TIE BEAM. DECK BRG. II ' iI REFER TO PLAN AND SCHEDULE � 1 77777 r 7 77,E 7 �` /<i STEEL BEAM. REFER TO PLAN MAS. WALL. REFER TO PLAN AND SCHEDULE VERT. REINF. REFER TO PLAN AND SCHEDULE EXTERIOR SLAB/GRADE. REFER TO ARCH./CIVIL CONCRETE PAD. REFER TO PLAN FOOTING. REFER TO PLAN SLAB -ON -GRADE. REFER TO PLAN 0' - 011 TOP/SLAB 6 CJ015T BRG.) S4.4 77 I I II ROOFING. REFER TO ARCH. ROOF SHEATHING. REFER TO PLAN PRE-ENGINEERED METAL TRUSSES. REFER TO PLAN � 3 S4.5 I I I I I 35'-411 -� — TRUSS BRG, J TIE BEAM. REFER TO PLAN AND SCHEDULE 29'-2 3/4" COORDINATE w/ ARCH. JOIST BRG. �y TIE BEAM. REFER TO PLAN AND SCHEDULE PRE-ENGINEERED STEEL JOIST. REFER TO PLAN GONG. SLAB FILL. REFER TO PLAN. COMPOSITE METAL DECK. REFER TO PLAN, 7 S4.5 3-5/S", IS A. (362 METAL STUDS Iro" O. CONT. 3-5/6", IS GA. (362 T125-43) METAL TRACK EA. E SEE ARCH. TOP/PARAPET CONT. L2 "x2 "xl6 GA. w/ (2) 010 TEK SCREI EA. LEG AT EA. 5TUI (TYP.-CORNERS) U.N EXTERIOR FINISH. REFER TO ARCH, SHEATHING. REFER TO ARCH. L2"x2"xl4 GA. xO'-3 5/0" w/ (4) 010 TEK SCREWS EA. LEG, LOCATE AT EA. STUD 455 6"x2"x3/16" (L.S.H) '1ETAL STUD INFILL. REFER TO PLAN 465 6 "x6 "x3/16 ". REFER TO PLAN SHEATHING. REFER TO ARCH. XTERIOR WALL FINISHES. REFER TO ARCH. Fi D E T A f L REF: 6/A5b I SCALE: 1-1/2" = I'-0" (DECK l S4.3 (DECK I I TIE BEAM. 5 SIDE LAP) ! I REFER TO PLAN AND SCHEDULE. S4.3 (BEAM k .. I I REFER ITO 10/54.3 FOR STEEL � CONNECTION) I I BEAM CONNECTION EA. END. FIELD -WELD ALL AROUND AFTER INSTALLATION r IS' -4" TOP/SLAB I I I _ °; TRUSS BRG. EXTERIOR FINISH. I REFER TO ARCH. DECK BRG.. 2 1/2", 18 GA.(250 5162-43) METAL SHEATHING.STUDS ` 161O.C. MAX. REFER TO ARCH. 1 I SOFFIT FRAMING. L2"x2"xl4 GA. xO'-3 5/8" tu/ (4) 010 TEK L2"x2"xl4 GA. xO'-3 5/8" w/ REFER TO 1/53.3 AND ARCH. SCREWS AND (2) 1/4"Oxl 3/4" TAPCON (4) 010 TEK SCREWS EA. LEG, FOR ADDITIONAL INFORMATION SCREWS. LOCATE AT EA. STUD LOCATE AT EA. STUD SL01—E �I CONT. 2 1/2", 18 GA. 10 (STEEL SEAM (250 T125-43) CONNECTION) METAL TRACK EA. END # S4.3 SEE ARCH. XXXX XXXX J. } TOP/MAS. PARAPET SEE PLAN TIE BEAM. -- -- -- REFER TO PLAN AND SCHEDULE 7 X X X x STEEL BEAM. TIE BEAM. REFER TO X X X x .I as REFER TO PLAN PLAN AND SCHEDULE _ f1 li VERT. RE INF. \.x CONT. L2 "x2 "x16 GA. REFER TO PLAN w/ (2) 010 TEK SCREWS j AND SCHEDULE EA. LEG AT EA. STUD. i a° (TYP.-CORNERS) U.N.O. CI MAS. WALL. METAL STUD FRAMING. REFER TO PLAN � REFER TO WALL SECTIONS AND 3/53.2 (SIM.-AT GRADE) AND SCHEDULE �' 4 X X SHEATHING. S4.1 I X X REFER TO ARCH. d (SIM.-AT SLAB) EXTERIOR WALL FINISHES, 6 LEI REFER TO ARCH. S4.1 — — — — — — — EXTERIOR SLAB/GRADE. 1 REFER TO ARCHJCIVIL I I � TOP/SLAB X. `----------- FOOTING. REFER TO PLAN SLAB -ON -GRADE. REFER TO PLAN OWALL SECTION REF: ►/ASb O WALL SECTION REF: 3/ASb O D E T,4 I L REF: 1/Asg SCALE: 3/8" = 1'-0" SCALE: 3/811 = 1'-011 SCALE: 1-1/2" = I'-0" REVISIONS BY s� Y N CO U :O N C d L x y o ro u to ro • N : Q a oC C U >' 3 cr G N C", ��- JIIli F-Uy`1 A 0" z-mom !� 7 q� E .��0.•\C, NS* •.92,E 46665 • STATE OF ' lij MOHAN ENGINEERING INC. Consul FL A. N.rd Enytineero FL Q.O.A. No. 498 ,O G rqe E. Mohan FL P.E. Nc 46665 13051 W. LinebWgh A- Suite 102 • Ta p% FL 33626 Phone (813) 475-5983.F.' (813) 699-8336 U � Z 0 C: J N LO U V) LO � M .� O M m J E 80 C_j O V= LLJ 0 m N u L CL Q O 0 m C- Z 0 J ;d LL. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S3*2 NOTES: I. REFER TO SHEET 63.1 FOR TYPICAL NOTES. 2. REFER TO 3/63.2 FOR TYPICAL METAL STUD FRAMING NOTES. 3. ALL ELEVATIONS/DIMEN51ON5 SHOWN ARE FROM THE ARCHITECTURAL DRAWINGS. REFER TO DIMENSION/ELEvATION NOTES FOR ADDITIONAL INFORMATION, 4. CONTRACTOR TO COORDINATE ALL ROUGH OPENING REQUIREMENTS w/ THE ARCHITECTURAL DRAWINGS AND MANUFACTURER'S REQUIREMENTS. CONT. LONG LEG — METAL SLIP TRACK TH15 LOCATION ol WALL SECTION RED: vABd SCALE: 3/8" = V-0" ROOFING. REFER TO ARCH. ROOF SHEATHING. REFER TO PLAN. PRE-ENGINEERED METAL TRUSSES. REFER TO PLAN. 1 TIE BEAM. REFER TO PLAN AND SCHEDULE LINTEL ASSEMBLY. REFER TO PLAN AND SCHEDULE 213'-2 3/4" JOIST BRG. TIE BEAM. REFER TO PLAN AND SCHEDULE. MAS, WALL, REFER TO PLAN AND SCHEDULE VERT, RE INF, REFER TO PLAN AND SCHEDULE (GOORD. SLAB RECESS w/ 4RCH./MFR.) SOFFIT FRAMING. ' REFER TO 1/533 AND ARCH. FOR ADDITIONAL INFORMATION REFER TO 10/543 FOR STEEL-J BEAM CONNECTION EA. END. FIELD -WELD ALL AROUND AFTER INSTALLATION AT CANOPY (TYP.) ROOFING. REFER TO ARCH. ROOF SHEATHING. REFER TO PLAN. PRE-ENGINEERED METAL TRUSSES. REFER TO PLAN, STEEL BEAM. REFER TO PLAN. TIE BEAM. REFER TO PLAN AND SCHEDULE. MA5. WALL. REFER TO PLAN AND SCHEDULE. VERT. RE INF. REFER TO PLAN AND SCHEDULE. 101 WALL SECTION REF: 2/A&6 I SCALE: 3/6" = I'-011 ROOFING. REFER TO ARCH. ROOF SHEATHING. REFER TO PLAN. PRE-ENGINEERED METAL TRUSSES. REFER TO PLAN. CAT COLUMN) 2 4 CSIM.) S3.3 S4.5 1 i TOP/BM. STEEL BEAM. REFER TO PLAN. EXTERIOR WALL FINISHES. REFER TO ARCH. SHEATHING. REFER TO ARCH. I 14 GA. CLIP ANGLE BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER (TYP.) U.N.O. CONT. L2"x2"xl(o GA. w/ (2) 010 TEK SCREWS EA. LEG AT EA. STUD BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER (TYP.-CORNERS) U.N.O. (4) 010 TEK SCREWS BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER (TYP.) U.N.O. 6", 16 GA. (600 5162-54) METAL STUD FRAMING AT 16" O.G. MAX. w/ GONT_ 6", 16 GA. (600 T125-43) METAL TRACK EA. ® END BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER (TYP.) U.N.O. REFER TO ARCH./CIVIL 0'-mu AWN TOP/SLAB REVISIONS BY y00� U D M U CC N rL 0.cd • N Lo ` > Q u 3 �—� o z N � . � N y .n 0 N 00 1 �I EOE— � U� p U W I i o % E. • \ G'E'N s� •ti92,� .� ••. 46665 .• ' TATE OF ���••. < O R .,0 �-_ ,fS;O N A' `"*N MOHAN ENGINEERING INC. No, Conaulthg Str Eng�n— FL C.O.A. No. 7498 . George E. Mohan FL P.E. No. 46665 13051 W. - ebagh Ave.. Sutte 102 • (Tp).. FL 33626 Phone �81.}) 475-5983•Fox (813)am699-8336 V_ Z °o L- LO V �' .� O M m J E -� a� Q cn -0 0 U •� 0 O LL. _ LEI -° 0 v m ° u 0 m < 0 >1 p m -C a � fV Z O v J LI Li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S3.3 -I -- 1 __ _ I 1 II I I I L 1 11 -- 11 - 1_ - -- I I I CONSTRUCTION JOINT TO BE USED At CONTRACTOR'S OPTION AT VERY. REINF. ADJACENT ANY CONTROL JOINT LOCATION BAR LAP NOTE: TO OPENING. REFER t0 FILLED CELL SCHEDULE. 1/2 "0 SMOOTH DOWEL O REQUIRED MIN. BAR LAPS EXTERIOR x I'-&" AT 16" O.G. AT MASONRY WALLS: GREASE AND WRAP 1 1/2" ff 4 ONE END. W -1 1'-0" 1'-011 u- (L11 05 BAR = 30" (TYP.) "6 BAR = 36" (TYP.) (INTERIOR SIM.) . ,� PRIMARY BARS. ° INTERIOR 4. ° ° • •° •° °•° _11° III —I ° . ° —III ONCRETE FOOTIN °° ° ° I EDGE ICKENED SLAB I° OR ° °I°° 1` (2) +'3 x 2'-6" AT PLAN VIEW 1 =1 =1 =111=1 ° I I, p MID -DEPTH OF SLAB AT I I=1 I S i I=R 11=1 I I=1 I M I— i=1 I =1=1=1 I—III=1 I I=1 1= CONSTRUCTION JOINT DETAIL al� 11 ° °1 11° II ° OPENING/RE-ENTRANT CORNER TYP. INTERIOR EXTERIOR —1 11=111-1 ,I I I 1 MASONRY WALL, - °- °�� ° ° ° 1 1 ° ° REFER TO PLAN. (I) *5 CONT. (INTERIOR SIM.) 1/2" ISOLATION JOINT ° 3/16" SAW -CUT JOINT CUT Qn FILL JOINT WITH AS SOON AS P05515LE V a • a ' a ° L ° ° I ° ° ° m �; ° - -° -e �- -°- J - - - EXTERIOR SLAB OR GRADE. LIQUID SEALER AFTER TROWELLING �O 4 X �� ° °° ° I ° I a �., 1/2 150LATION JOINT VERt REINF. REFER t0 ARCH. FOR STEP Lu 1/4 THICKNESS OF SLAB Z A.°. •°- °` ' ° a 1 ° ° ° ° °° _ °I -°�_ _ °° ° ° REFER TO PLAN. W.W.F. W.W.F. AND SLOPE. W.W.F. _ - °. ° . ° ° W HORIZONTAL JOINT NOTE: STEP/SLOPE NOT I I =1 I I=1 11=1 11 I I I ° ° U REINFORCING At 16" O.C. REQUIRED AT INTERIOR SLAB ° •° ° � 30 BAR � ° N � J Q W SEE PLAN UN.O., COORD. w/ ARCH. ° n 4.4 LAP SPICE (TYP.) ° 30 BAR 0 LAP 30 BAR 0 LAP tCl N z TOP/SLAB ° ° °° 9 ° Q m I—d I MATCH SIZE AND °" ° 2'-0" MIN. 2'-0" MIN. =-_=m'oLI,, ,� III=III=III- ° °=1 • _ ° c� Q 111Z 11=I 11=1 11=1 11=1 11=1 11=1 I I I= I - I I- 11-1!—I I I —I 11- I III III- I I— I I I- SPACING of FOOTING ° CORNER SPLICE TO -J GROUT ALL CELLS =III = Z 1=1 =1 =1 I e W GROUT ALL CELLS 1=1 1 11- =1 - -1 o '- �- ,- I- �- REINFORGIN�. a .. BARS BE SOLID BELOW SLAB - 1 �- W SOLID BELOW SLAB __ __ __ _—W CUT EVERY OTHER Z CONTROL JOINT DETAIL v i I ° ° SAME SIZE AND QUANTITY AS PRIMARY BARS. (TYP.)=11I=111= a° a — — (TYP.) —III-III- 1 W i —III—III—III N WIRE AT JOINT. w _J STD AGI '30' HOOK I -_ -_ - ° ° ° °I � I- 1- ° _ REFER t0 ° -_ - -- NOTES: 1'_0��—=1=�-1 I- d ° ° =1 I I= FOUNDATION PLAN/ ° a ° ° ° I—III-1 1. CUT SLAB AS 50ON AS AGGREGATE DOES NOT DISLODGE U TYPICAL INTERSECTION OF CORNER BARS ° III=I1 FOOTING: SCHEDULE.I- (MUST BE WITHIN 12 HOURS OF CONCRETE PLACEMENT). - ° 2. HAND TOOL JOINT TO FACE OF WALL WHERE SAW DOES AT CONTINUOUS FOOTINGS/THICKENED SLA5 EDGE __ NOT REACH.- 3. PLACE REINFORCING AT MID -DEPTH FOR SLABS LESS REFER TO THAN 5" THICK PLACE REINFORCING 1/3 SLAB DEPTH FOUNDATION PLAN/ 3" CLR U 3 CLR �- (FROM TOP) FOR SLABS 5" THICK OR GREATER FOOTING SCHEDULE. U 0 mm &g5fNSTRUCTIONCONTROL JOINT 2 ST FF D FooTING 3 T1'FIC�4LCORNERDETAIL 4 XTRI�1%�ALL FOOTING cTE: 1 1/2 1 -0 SCALE: 3/4 1 -0 NOT t0 SCALE SCALE: 3/4 SCALE: 01 SEE (2) 03 x 2'-6" AT 5CHEDUL BAR LAP NOTE: MID -DEPTH OF SLAB (TYP.) SEE SCHEDULE MASONRY OR CONCRETE REQUIRED MIN. BAR LAPS AT LOCATION w/o C.J. EQ. EQ. I (TYP.) 90' STANDARD HOOK TIE BEAM - REFER TO ,AT MASONRY WALLS: W , PLAN 05 BAR = 30" (TYP.) SEE SCHEDULE SEE SCHEDULE (TYP.) (TYP.) o 0 BASE iE W/ F1554-GR36 HORIZ. JOINT REINF. "6 BAR = 36" (TYP.) W/2 W/2 ANCHOR RODS w/ _ REFER TO PLAN. EXTEND LEVELING NUTS. `" 4" (MIN.) INTO CONC. COL. ° o REFER t0 SCHEDULE. -I---5AW-CUT r1/2" SEE PLAN EXPANSION JOINT MATERIAL 0 JOINTS ( EXTERIOR FACE/MASONRY 2" (MAX.) 0 0 BASE iE w/ F1554—GR36 COORD. w/ ARCH., MASONRY WALL. I I ANCHOR RODS w/ LEVELING NUTS. REFER 1/2" ISOLATION JOINT I I REFER TO PLAN. TO SCHEDULE. H.S.S. COLUMN. REFER TO PLAN. I I SECONDARY POUR I I COAT ALL STEEL H.S.S. COLUMN I I BELOW GRADE WITH �+ VERY. REINF. REFER REINF. PLAN I I I I REFER TO 1/64.1 FOR REFER TO PLAN i i BITUMINOUS MASTIC 11 1/2 15CLATION I I i i ADDITIONAL INFO. JOINT EACH SIDE a I W.WF. I ' I 1/2" COL. ISOLATION I I I ' I GROUT SOLID AT STEEL. C.J. _ _ _ C J. ,� 3 CLR I I JOINT W.WF. 3" GLR I I EXPOSED 3 MIN, COVER W.W.F. HORIZONTAL JOINT I I MIN. i i MIN. , MAS. WALL PER PLAN W ° REINF. AT 16" O.G. (TYP.) g I I Q I Ig ° I I I •° .. * *� ° I I SEE PLAN I I TOP/SLAB 1 1/2" CLR. Le REFER TO COLUMN IV SEE I 4 I �I I� 4 m (TO TIES) SCHEDULE (NOTE i -1 PLAN S4.1 Q N ° I (� I I W p- - I III 11 III-III-1 11= 1/2" ISOLATION JOINT 1 1 —I —III-III-_ fl- IL p FOR METHODS TO TIE CONCRETE COLUMNS Q p- TOP/SLAB (D ct) 8-4 -4 9 I¢ 1 -i W I U II ' I J I= I=III=1 I I=III=1 U O Q INTO MASONRY WALLS cA fl- ° I SECONDARY I lu 1 1/2" N 5 GROUT �„ W SECONDARY POUR 1 II I :: ;,. _ . III III I III II m __ GROUT ALL CELLS III= = =III= - I t1 S4.1 (S1M.) POUR :• = =N _ _ _ _ _ _ �, ° ° 50LID BELOW SLAB1-'' I 11= w III-1 I I-1 I- N I I -_ _ (TYP.) _ I u1 I ----� ° I I I r ° I I' rI ° 1=I 11=1 I I- .I1 II .. III=III1 4 ° 1=IIIIIIIIII 1—III I=1--------- 11= ° °III-1 -III ° ° BASE PLATE , 1 = °_ ° -- -- H.S.S. COLUMN. 3" CLR ANCHOR 50LT/PLATE _ _ _ = III= ) I III in REFER TO PLAN. VANCHOR REFER TO SCHEDULE —III-III-III -III_ REFER TO _III —III —III —I 1 FOUNDATION -aJ REFER t0 FOUNDATION BOLT/PLATE REFER TO FOUNDATION 3" CLR ~ PLAN/FOOTING 3" CLR U PLAN/FOOTING SCHEDULE REFER TO SCHEDULE U O PLAN/FOOTING SCHEDULE U O CONCRETE OR MAS. SCHEDULE.10 fII TIE BEAM - REFER TO INTERIOR WALL FOOTING 6 T�'FI�t����fL�UMN�FOOT�ING�-=L�4N R �-I.S.S. COLUI"IN FOOTING �"�-:7-:7• COLLi�IN FOOTING 1/2" ISOLATION JOINT PLAN. (REINF. NOT SHOWN FOR CLARITY) SCALE: 3/4" = 1'-0" SCALE: SCALE: 3/4" = I'-0" SCALE: 3/4" - 1'-0" W.W.F. U A BAR LAP NOTE: FIELD -BEND VERT. VERT. REINF. COORDINATE LOCATIONS REQUIRED MIN. BAR LAPS REINF. INTO SLAB. REFER TO PLAN w/ ARCHITECT. USE ONLY -a -_ =_ AT CONCRETE WALLS: 05 BAR = 20" (TYP.) L4"x4"xl/4" W/ 5/0"0 A.B. *4 HOOK BARS AT AS REQUIRED. [Q N �-III-III-III-III- _____ _ -III-III-III-III REFER TO FOUNDATION "6 BAR = 24" (TYP.) At 24" O.C. At DOOR 12" O.G. MAX. *5 Z BARZ AT 0 _ III -III -III -III PLAN/5CHEDULES FOR cn FOOTING AND COLUMN (COORD. w/ MFR) 1 W.W.F. 2 -0 10 EA. END AND *5 CONY. �1 (2-TOP/2-BOTT.) 16 O.C. MAX. - - - - - - S11 IZES AND REINFORCING cv 0 -0 I TOP/SLAB `'° - ° 1'-0"1-21 I II I II • - 4I, _ I — —�I— IIIII11 _ -- -_ — —_ - - o W.WF.—I I I --_ -I 11=1 I I=I 1=1=1 -- 1- - - - 1= _ ° 4 = I _ U ►- 1 = ' ° • 9 - I—III=1 I 1=III-1 1= 1 3 CLR U "6 At 8" O.C. VERY. (TYP.) WATERPROOFING. - I `t - I __ =-1 W m — — — °REFER t0 ARCH. - " -1'-0" W/2 W/2 0 LL - — — • "6 At 12" O.C. HORIZ. 06 At 8 O.C. VERT. I C2) I/2 EXPAN. - ``� LR 1'-011 „ U �i (TYP.) "i STD. AGI HOOK (TYP.) BOLTS OR (1) 3/4" EXPAN. BOLT S MAX. STEP 'I 12 Wxl2 DP (MIN.) - 1 I ° �'�o AT 10" O.C. EACH "6 AT 12" O.C. HORIZONTAL, TYP. BY MFR CHICK SLAB EDGE _ x `r Q REFER TO I -'� • WAY TOP. t BOTT. ° W.W.F. CI) "5 CONY. � FOUNDATIONS 1/2 SAW -GUT UI ° ° (TYP.) JOINTS - � all 8" _ v STEEL GRATE AS GONT. WATER STOP CLIP ANGLE BY W.WF. STAIR MFR - • SGHEDO STING JOINISOLT REQUIRED. GOORD. (T�-P) ' MATERIA (44'-0" •% TOP/PIT w/ ARCH. • � _ 1 � • -_ _ _ -- � � I. C.J.- p o C.J. •I 0 (VERIFY) - ° ..° , 0 ° 4 ' . ,. ° KEYWAY AS REQ D. _ l l l I I I 1 ° ,a _ L ° • -III-1I I- ___ -I 1 -I (v �51 colNt. 1 I I I .. ° t I-I11-1 I II-11I- -III-III-III _ 8„ 1 1 I III ; 1-1 I 1=1 11- (2) 03 x 2,_6„ I I J NOTES: - ° ' `VERIFY 8" FOOLING 1'-0" BEYOND 1L� =III-IIL, II - III -III- "� U MAX- STEP 4 At MID -DEPTH OF SLAB AT EA. 01 UI 1. SEE PLAN FOR SUMP PIT. SUMP PIT TO BE U • (SUMP PIT) W.W.F." CORNER (TYP.) L I'-6" x I'-6" x 2'-0" DEEP U.N.C. COORD. SIZE AND 3 3E (2) S BOTT. CONT. — — — — — — — LOCATION w/ ELEVATOR MFR SHOP DRAWINGS CLR AND SUMP PUMP MFR 1 .'4 4. '4 ° - 1, _4„ TYP. ISOLATED CONC. COLUMN. ° ° 6l 1 1 COLUMN FOOTING PLAN REFER t0 PLAN. 2. BLOCK -OUT MAT FOOTINGS AS REQUIRED FOR ELEVATOR PLUNGER COORDINATE W/ MFR ° ° III -III III-III-1(I-III-III- SHOP DRAWINGS. .° all 8" MIN. (TYP.) 3" CLR (TYP.) 2" MAX. STEP 10 LEVATOR FIT SECTION 11 BASS of 1" «TAL ST�4IRS 11 C`5L FGALE: 3/4 I -0 SCALE: 3/4 1 -0 SE: 3/4 I -0 REVISIONS BY ' �00 N Cn ^00 I� OA� EO �E Y b i• N a a p • U CD CD u N L d ° CO 3 �z c �—. E 1- / U ti a Cn / I SE"E+ O[H._-I p 4 U W: -L•+.. rj U. z a f w v �a s co! w c> I 1 III z I Ii lEl 0 �. .� . O N ., o 6665 • TAT OF '441 Al 0 R �OP•�� 0 N A` 1 � MOHAN ENGINEERING INC. Consulting StrucNo Eng�neere FL C.O A, No. 7498 George E. Mohan i P.E. No. 46665 13051 W 44 ebougb Am.. Suits 102 •Tamppa, FL 33626 Phone (813) 75-5963. Fox (81 S) 699-8336 U _0 Z O � rM .� O M m J E - U %`_ - - •O 0 O 0 LJ_ _ LJ -° 0 0 � p uj U rn p N CL 0 >. a M i _ a ID z O p J w Li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S4.1 HORIZONTAL JOINT REINFORCEMENT PROVIDE (1) VERT. BAR IN NOTE: AT FIRST AND SECOND BLOCK GROUT FILLED CELL AT PROVIDE S" BEARING EA. COURSE ABOVE OPENINGS. 02 HAIRPIN TIES CORNERS AND INTERSECTING END OF LINTEL. NOTCH ° RUN CONTINUOUS OR EXTEND AT 16" O.C. WALLS. REFER TO PLAN FOR ENDS TO ALLOW VERT. 2'-0" MIN. BEYOND OPENING. ADDITIONAL REINFORCEMENT. REINF. TO BE CONT. • VERTICAL BAR IN - --- - PRECAST CONCRETE U-LINTEL. GROUTED CELL AT EACH SIDE OF JOINT. --- r - O E REFER TO 4/64.2. - I=' - - - - MASONRY OR PRE -MOLDED RUBBER INSERT I I I I I ` I l01 CONCRETE TIE BEAM. REFER TO PLAN. ° 0 W IL I C1) VERT. BAR IN I I PREFABRICATED a • - L-'_J EACH ADJACENT TEE JOINT --� O Z COORDINATE LOCATION WITH ARCHITECTURAL ELEVATIONS/STUCCO DISCONT. JOINT REINFORCING I I GROUT FILLED REFER I I REINFORCING UNITS. l01 I I LAP HORIZ. JOINT TO RREINF. 6" (MIN.) TYP. I I PLAN FOR I I ADDITIONAL a p — 4 Z U U JOINTS. MAX. SPACING AT MASONRY CONTROL JOINT I I REINFORCEMENT, p- = 32'-0" U.N.O.VERTICAL BAR IN GROUTED CELL AT I NON- INTERLOCXING1 q p- A 6 EACH SIDE OF JOINT. O O 4 ° DISCONTINUE HORIZ. JOINT REINFORCING AT PROVIDE (3) VERT. BARS a Q ° �, • • 4 MASONRY CONTROL JOINT. IN GROUT FILLED CELL AT CORNERS AND INTERSECTING WALLS. REFER TO PLAN FOR HORIZONTAL JOINT OPEN 4 RAKE JOINT AND ADDITIONAL REINFORCEMENT. REINFORCEMENT. REFER TO 5/54 2. a ° PROVIDE OLE CAULK IN50TTOM OF LINTEL CONTINUE JOINT FROM TOP OF I ` I FOR PLACEMENT OF REBAR AND GROUT PRE -MOLDED RUBBER INSERT FOOTING t0 BOTTOM OF ROOF TIE Lai ---�--- -- - --'- r. \� o RAKE JOINT AND CAULK BEAM. DO NOT GUT TIE BEAM REINFORCING AT C.M.U. JOINT. I I `�� I : I s,, 'S� a a° all MIN. PROVIDE DUMMY JOINT IN COORDINATE LOCATION OF I - •: I PREFABRICATED CORNER JOINT '�J PRECAST CONCRETE U-LINTEL • CONCRETE BEAMS. MASONRY CONTROL JOINTS WITH ARCHITECTURAL 611 I I REINFORCING UNITS. I I (MIN.) REFER t0 PLAN AND CONCRETE LINTEL SCHEDULE a SEE ARCH. FOR REARING ON MASONRY ELEVATIONS. LAP HORIZ. JOINT REINF. 6" (MIN.) TYP. FOR ADDITIONAL INFORMATION TOP/WINDOW, DOOR MAX. SPACING = 32'-0" UN.O. TYPICAL REINF. DETAIL AT CORNERS 1"IA5ONRY CONTROL JOfNT DETAIL 1`1SY INT DETAIL AND INTERSECTfNG UJALLS T`I'PfCA��7E CASTLINTELDETAIL T�I'PICAL PRECAST LINTEL DETAIL 1 (Dt��7Co"TROL10 5 : i I/2" '-0" SCLE SCALE: 3/4" = 1'-0" SCALE: 1 SCALE: 3/4" = I'-0" -. I� I 3 MAX. (TYP.) � CORNER BARS SAME QUANTITY, SIZE, AND NOTES: �- LOCATION AS LARGEST I. REFER t0 PLAN AND SCHEDULE FOR TIE BEAM. X I- TOP BARS, BOTTOM VERT. REINF, ADJACENT TO d BARS, AND INTERMEDIATE 2. 8" MAXIMUM TIE BEAM STEP (TYP.) UN.O: OPENING PER PLAN. cn Z BARS FROM � F DISCONTINUOUS BEAM LOCATE TIE BEAM STEPS AS REQ'D. w/ SLOPED ROOF. OPEN Q e (TYP.) 0 M.p 4 LAP "Z"-BAR TOP AND BOTTOM TO MATCH TYP. TIE BEAM 30 BAR 0 LAP �30 BAR 0 LAP 2/3 I/3 EQ. EQ. I • REINFORCEMENT. — — — — — — LOUVER OR DOOR/WINDOW 2' -0" MIN. 2'-0" MIN.TYPICAL INTERSECTION OF CORNER BARS 2"' 4° �30 0 LAP (� 2 _611 4 � ILI FRAME/GLAZING � LAP SPLICE (tYP.) � AT CONCRETE WALLS, BEAMS, AND TIE SEAMS � � ; NOTE: CONTINUOUS BAR LAP TO BE 30 BAR 41(2'-0" MIN.) a 90` STD. ACI BEAM SPLICE I N N VARIES TOP/TIE w 0 NOOK AT ENDS AS REQ'D. O ^ IllJ LI�J ' u OF BEAM. m � BEAMI w I I*I IC Q VARI E S 4 , 4 TOP/TIE CORNER BARS SAME cp = EQ QUANTITY, SIZE, AND a BEAM U LOCATION AS LARGEST " 1/4"0 TAPCON SCREWS AT TOP BARS, BOTTOMr% 8" O.G. MAX. (MIN. 1 1/4° EMBED. INTO MAS,/GONG.) ? BARS, AND INTERMEDIATE F 4 • "3 STIRRUPS (L 4 WHERE NECESSARY 4 K.O. BLOCK w/ (1) S CONT. = BARS FROM Z U.N.O. SPLICE TOP STEELff U q �4 DISCONTINUOUS SEAM O SEE SCHEDULE AT MID SPAN EXTEND HORIZ. REINF. INTO fA -� (TYP.) U 1'-4" 211 FOR SPACING N w CELL ADJACENT TO OPENING. ap UN.O, EXTEND BOTT. v = 4 4 BARS roll OVER 4' w U p SUPPORT UNLESS HORIZONTAL JOINT R - BARS ARE CONT. REINFORCEMENT AT FIRST AND N SECOND COURSE BELOW 48 BAR P LAP 48 BAR A' LAP �� OPEN MASONRY TIE BEAM. OPENINGS. RUN CONTINUOUS OR EXTEND 2'-0" MIN. BEYOND P.T. 2x WOOD BUCK INSTALL WOOD BUCK ONLY 2'-6" MIN. 2'-6" MIN. SHOWN FOR REFERENCE OPENING. COORD. w/ ARCH. AS REQ'D PER WINDOW TYPICAL INTERSECTION OF CORNER BARS ONLY. CONSTRUCT (FIRE -RETARDANT AS REQ'D.) MANUF. COORDINATE WITH AT MASONRY WALL AND TIE BEAMS SIMILAR At STEPPED ARCHITECT. NOTE: CONTINUOUS BAR LAP t0 BE 48 BAR � (2'-6" MIN.) GONG. TIE BEAMS. TYPICAL DETAIL AT WINDOW SILLS (OR OTC-IEfi� OPENINGS) SUCK CONNECTION - ELE�ATfON 8 TYPICAL COfi�NEi� SAi� DETAIL 9 CONCfi�ETE �EAI„t i�EINI=O�'CINC DET,4fL 10 STEPPED TIE 8EA1"� DETAIL 6 7 NOT TO SCALE SCALE: 3/4" = 1'-0" SCALE: 3/4" = I'_0" NOT t0 SCALE CONTRACTOR NOTES: 1. USE THIS DETAIL ONLY WHERE REQUIRED. DO NOT PENETRATE FREE -SPAN CONCRETE BEAMS OR GONG. COLUMNS. 2. PROVIDE 2'-0" MIN. BETWEEN ADJACENT OPENINGS. 3. LOCATE OPENINGS BELOW TIE BEAMS WHEREVER POSSIBLE. 4. NOTIFY ARCH./ENG. OF ANY DISCREPANCIES PRIOR TO - - CONSTRUCTION. HATCH INDICATE TIE BEAM. ROOF/FLOOR FRAMING REFER TO PLAN AND TIE BEAM SCHEDULE. (2) "5 TOP AND BOTT. ROOF/ FLOOR B� EARItKs Lu N OPENING CD -O m t- 21-011 1'-0" 31-011 IL MIN. MIN. MAX. MASONRY WALL. MECHANICAL DUCT OPENING REFER TO PAN AND WALLLEGEND 11 SCALE: 3/4" = I'-0" REVISIONS BY .f oc c1q o a ro v o v N ro Lo it ¢ E <_� ti 3 ti 3 Cr y Eti CNN yam.... . . v1 z � w- G EW- E E. per: to w_ rW t , o--w 0_:1 cor=tx0�:J .-I. z E-1_v)- 0 M .0 o• c'E'Ns •ti�2,, 46665 TATE OF ' � O•'•. A,� MOHAN ENGINEERING INC n Conedtin stnxtura � ;,. FL C.O. A, N. 7498 George E. Mohan FL P E No. 46665 M51 W. �pugh Ave.. S"' 102 • iomoa. FL 33626 Phone'8L) a75-5983•Fo. (813) 699-8336 U 0) Z O U V) Lo Lo c M U M - m J E a) Q in `-' U 4- — d o v O 0 W L o C7 p vj U V) � CL °' Q o p m _ a z O J L� `� Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S4.2 PUDDLE WELD PROVIDE ADD'L STUDS WHERE NO STUD '° ENDS TO MEET NUMBER PROVIDED REQ'D IN BRACKETS 16" 2'-0" MAX 70, MAX STUD SPACING I Q I I � I I ® 1 1' ® I) I L!4, I I SYMMETRY GIRDER I OR FACE DECK PERPENDICULAR OF COLUMN NOTES: 1. THE MIN NUMBER OF STUDS REQUIRED IS SHOWN AS [ X ] ON THE FRAMING PLANS. (X-Y-Z) INDICATES NUMBER OF STUDS ON A GIRDER BETWEEN BEAM CONNECTION POINTS. NO STUDS ARE REQUIRED WHERE NO DESIGNATION IS GIVEN. ADDITIONAL STUDS MAY BE REQUIRED TO MEET THE ABOVE MAX SPACING REQUIREMENTS. 2. IF MULTIPLE STUDS ARE REQUIRED IN ONE FLUTE, THE TRANSVERSE SPACING SHALL BE 3" MIN. 3. NO HAND WELDING STUDS TO STEEL BEAMS SHALL BE PERMITTED. SEE GENERAL NOTES. 1 COMPOS 1 T m BEAM STUD SPACING ut �U COMPOSITE METAL DECK. REFER TO PLAN. f11 W.WF. �Q [m LA MASONRY WALL. REFER TO PLAN. VERT. REINF, REFER TO PLAN. HORIZONTAL JOINT REINFORCING AT 16" O.G. TOP/SLAB v MASONRY TIE BEAM, REFER TO PLAN AND SCHEDULE. \-- CONT. BENT fE 1/4" x 5-1/4" x 5-1/4" w/ 3/4"0 SIMPSON SET-XP ADHESIVE ANCHORS AT 2411 O.G. MAX., 6 -3/4" EMBED. m , DECK BEARING BETWEEN 4 SUPPORTS AT M,450NR r WALL SCALE: 3/411 = 1'-,a" CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. NOTES/SPEC FOR ADDITIONAL INFORMATION. ST RE ST.-,I ,....Iw ►-11vv DOUBLE ANGLE BEAM CONNECTION w/ 3/411 0 A325 BOLTS IN 13/16" 10 HOLES STEEL BEAM. REFER TO PLAN. BEAM SIZE BOLTS W8, C8, Mr-8 2 ROWS WIO, CIO, MC10 2 ROWS W12, Cl2, MC12 3 ROWS MC13 3 ROWS WI4 3 ROWS G15 4 ROWS WI6 4-ROWS W18, MCIS 4 ROWS W21 5 ROWS W24 6 ROWS W21 'I ROWS W30 S ROWS DBL. ANGLE BEAM CONNECTION SCALE: N.T.S. JOIST CENTER LINE R— R� R� fi� ft 1 Rft� R� ft� ft�R ft "STRONG" POSITION SHEAR STUDS ( FOR UNIFORM LOAD ) JOIST CENTER LINE ( JOIST CENTER LINE Yfl Yfl \� r--r \ r__r� D h Vb _V_ Q I I 51RONG WEAK "STRONG" POSITION WELDED STUDS AS "WEAK" POSITION WELDED STUDS AS SHOWN ABOVE ARE REQUIRED TO PROVIDE SHOWN ABOVE ARE IMPROPERLY THE MAXIMUM SHEAR CAPACITY FOR FOR LOCATED. DECKS WITH A CENTER STIFFENING RIB. REQUIRED LOCATION OF WELDED STUDS IN METAL DECK COMPOSITE STEEL BEAMS SCALE: N.T.S. COMPOSITE METAL d DECK. REFER TO PLAN. (A W.WF. MASONRY WALL. REFER TO PLAN. VERT. REINF. REFER TO PLAN. HORIZONTAL JOINT -z----REINFORCING AT 16" O.G. -k x x x .4 0 (K COMPOSITE w METAL DECK LL REFER TO PLAN "-2411 VERIFY 2"-2411 —x x I CONT. BENT fE: 1/4"x5-1/4"x5 -1/4" REFER TO PLAN TOP/SLAB I CONC. TIE BEAM. REFER TO PLAN. INCREASE I DEPTH AT STEEL BEAM 2"-2411 I� I CONNECTIONS COORD. w/ 2"-24" PLAN, 1/543, 10/643, AND W.W.F. I1/543. CONT. BENT fE I/4"x5-1/4"x5-1/4" w/ 3/4"o --------------------- 6IMP50N SET-XP ADHESIVE ANCHORS AT 2411 O.C. MAX,, 6 -3/411 EMBED. A- O v COMPOSITE _J LL METAL DECK. REFER TO PLAN PECK BEARING DECK SIDELAP 5 4T M,4SONR�' UJAL L SCALE: 3/4" = I'-mll BEAM SIZE BOLTS fE'. LENGTH "H" NO, OF STUDS 'IQ" W8, C8, MCS 2 ROWS all 4 WIO, CIO, MCIC 2 ROWS 8" 4 W12, Cl2, MC12 3 ROWS 1211 6 MG13 3 ROWS 1211 6 WI4 3 ROWS 1211 6 C15 4 ROWS 1311 8 WI& 4 ROWS 1& 11 8 W18, MC18 4 ROWS 16" & W21 6 ROWS 21" 12 W24 7 ROWS 2411 14 W2_1 I ROWS 2411 14 W30 & ROWS 21" 16 CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION EDGE OF OPENING DETAIL SCALE: 3/411 = I'-0" STEEL BEAM, REFER TO PLAN VERIFY CONT. BENT fE 1/4"x5-1/4"x5-1/4" STEEL BEAM. REFER TO PLAN LOCATE SHEAR fE AT FACE T PVT OF BEAM (OFFSET SHEAR I I fE/BEAM FROM WALL 4. AS REQ'D.)------------- lz I I -- --J r PLAT l VIEW - - m m 1 m CONNECTION SHOWN FOR KJ GRAPHICAL REPRESENTATION ONLY REFS TO ST UCTURAL ONLY. REFER TO STRUCTURAL R R ? STEEL SECTION OF STRUCT. STEEL SECTION OF STRUCT. NOTES/SPEC. FOR ADDITIONAL NOTES/SPEC FOR ADDITIONAL - INFORMATION INFORMATION. EMBED fiE I/2" x 0'-�" w/ m ' EMBED lE 1/2" w/ 3/4110 THREADED HEADED STUDS AND CAD __ 1/8"xl" STEEL BARS (WELDED) CID -_� w O v WHERE STEEL BEAM DOES NOT CID _ _ - � fL FRAME INTO GONG. COLUMN OR _ m - BEAM, PROVIDE A 16" (MIN. -DEEP) x 24" (MIN. -LONG) GONG. TIE BEAM w/ (2) +'5 TOP, BOTT., AND MID. w/ ` Q"3 TIES AT 8" O.C. SINGLE SHEAR < ° NOTE: At CONC. BEAM PLATE BEAM --J CONNECTION w/ 3/4"0 A325 BOLTS DOUBLE ANGLE BEAM LOCATIONS INSTALL ADDITIONAL IN SHORT -SLOTTED HOLES. SHIP CONNECTION w/ LONG ° I MID. REINF./CLUSTERED TIES LOOSE AND TACK WELD NUT TO SLOTTED HOLES. SHIP z F BOLT AFTER ERECTION. SHEAR LOOSE AND TACK . WALL AND TIE BEAM PLATE THICKNESS TO MATCH WELD NUT TO BOLT N SHOWN FOR REFERENCE SEAM WEB (MIN.). REFER 10/643 AFTER ERECTION. _ ONLY. REFER TO PLANS FOR ADDITIONAL INFORMATION. FOR SPECIFIC CONDITIONS. • NOTE: SLOT BEAM WEB OR REFER T CLUSTER @��L TO STRUCT. NOTES/SPECS FOR COVER PLATE AT: BOLT CLUSTER 1" = I'-0" LONG -SLOTTED HOLES. SCALE: P = 1'-0" W.WF, WU - ua OQ J Ow Ui CK REFER COMPOTO FRAMINGSITE MTL. PLANBE AM NOTES FOR SIZE AND TYPE. REFER TO PLANS FOR TOP REINFORCING BARS OVER WELDED HEADED STUD. COMPOSITE GIRDERS. REFER TO FRAMING PLAN, NOTE: 04 x 6'-O" (MIN.) AT PLAN NOTES, AND 1/543 Iro" O.G. MAX (TYP.) U.N.O. FOR SIZE AND SPACING, II I II J 1)� U WELDED HEADED STUD, REFER TO FRAMING PLAN, PLAN NOTES, AND 1/543 FOR SIZE AND SPACING. AISC RADIUS COPE DBL. ANGLE BEAM I� REFER TO S/S43. REQUIRED LOCATION OF WELDED STUDS IN METAL DECK COMPOSITE STEEL BEr4MS SCALE: N.T.S. CONT. BENT fE 1/4"x5-1/4"x5-1/4" COMPOSITE SLAB REFER TO 12/643 FOR BEAM TO COLUMN CONNECTION. WELDED HEADED STUD, REFER TO FRAMING PLAN AND PLAN NOTES FOR SPACING. n m I - I x----x x--x' x x. m CID _� I Im = J 01 01 OI COMPOSITE BEAM REFER TO PLAN, < ° BEAM CONNECTION. REFER TO PLAN, 10/543, AND II/643 7 BE�4M T�:, 4SONRrWW LL BEAM TO COLUMN SCALE: 3/4" = I'-011 CONNECTION SHOWN FOR GRAPHICAL *FILLET WELD = 1/16" LESS I/4" STIFF P EA. REPRESENTATION ONLY. REFER TO THAN SOLID WALL THICKNESS SIDE, NOT REQUIRED STRUCTURAL STEEL SECTION OF STRUCT. AT LOCATIONS w/ NOTES/SPEC FOR ADDITIONAL INFORMATION. DBL. ANGLE BEAM CONNECTION. WELDED CAP fE 1/2 AT TOP OF REFER TO PLAN FOR COLUMN. LOCATIONS w/ DBL. NOTE: REFER TO PLAN FOR ANGLE BEAM LOCATIONS w/ BEAMS/JOIST CONNECTIONS TYP. * PERPENDICULAR EXTEND - COLUMN/GAP 2-1/2" AS REQUIRED. STEEL BEAM. REFER TO PLAN tj jl 011 1 0 r 011 IIo / oil Ilo 3/4"0 WELDED HEADED STUDS AND 1/8"xl "x5" STEEL BEAM. REFER TO PLAN. 10 110 110 I 110 MC13 BEAM SIZE BOLTS W8, C8, MCS 2 ROWS W10, CIO, MCIC 2 ROWS W12, Cl2, MC12 3 ROWS MC13 3 ROWS W14 3 ROWS C15 4 ROWS WI6 4 ROWS W18, MCI& 4 ROWS W21 5 ROWS W24 6 ROWS W21 'I ROWS W30 8 ROWS ONLY. REFER TO PLANS H55 COLUMN. FOR SPECIFIC —14 REFER TO PLAN. CONDITIONS. BEAM - COLUMN CONNECTION SCALE: 3/4" = I'-0" I i W.W.F. I I REFER TO PLAN. ' I i COMPOSITE I METAL DECK. I I I REFER TO PLAN. x x x�x x—x I l„ II II I" II II I I 110 110 110 I I I I I STEEL BEAM, I I REFER TO PLAN. I STEEL COLUMN. . I REFER TO PLAN. I I CAP P 1/2" w/ (4) 3/4"0 A325 THRU-BOLTS 1/4" STIFF fE: SLOTTED THRU STL. COLUMN (TYP.) STEEL COLUMN. REFER TO PLAN I I I I I I CANTILEVERED STEEL BEAM BEARING SCALE: 1" = 1'-0" REVISIONS BY y cN M CJ C N ro ti U U �� N i2 m cxV F, CO U • N R) it Q - E 3 N G N C; I O_E-_.y't i _E_ W l r? a7 K j a 1 ;__ •E. 1140 .•\ c'E'NS*-•ti�2,, 46665 STATE O F ' � FS OR P' C�,� MOHAN ENGINEERING INC. ConsutUng Sbuchud QfliIoe fL C.O.A. No 7498 George E. Mohan FL P.E. Na. 46665 13051 W. LineDaugn A1l., Suite 102 •Tamppa. fL 33626 Phan. (813) 1'5-5983. Fax (8,)699-8336 U � rn Z o Ln (n Ln ' C IM --O M -- m J E >1 O Q (n -p ' :3 o v 0 p LL_ — W 0 0 :2 p v sCL o g Q >1 m s _ Q. -0 Q) N Z O C O J LTJ LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S4*3 ■W� 14 GA BENT fE x 0'-6" w/ (12) 012 TEK SCREWS (4 SCREWS At GREATER THAN 3° 7 (Ir --�rVERIFY 3-LOCATIONS) 4" FROM EACH CORNER AND 24" O.G. MAX. PUDDLE WELD At SUPPORTS. C (MIN. 3 PER SIDE) TYP. ALL SEE PLAN NOTES FOR SIZE DECK p " " � L3 x3 xl/4 (TYP.) I I RTU 4 SIDES. CONTRACTOR OPTION: 3" (MIN.) I I AND PATTERN. 1111D 7'H O STEEL JOIST FOR OPENINGS 12" I I IN LIEU OF BENT � SUBMIT CONT. 1/4" BENT fE AND GREATER REFER SIGNED/SEALED CLIP BY = TEK SCREW FASTENERS EQ. - METAL DECK TO R.T.U. SUPPORT DETAIL FOR ANGLES — — — — — — — — — — — — — — — — — — — — — — I - = CURB/MEGH. EQUIP. MFR. FOR ° SPACED AT SIDE LAPS - SUPPORTING MECH. I I I = REVIEW' 2"_24" BTWN. SUPPORTS. SEE ° UNITS. I I I I VERIFY— P.T. WOOD NAILER/FILLER PLAN NOTES FOR SIZE AND ° I I I I _ e Z ROOFING SYSTEM. 2"-24" SEE PATTERN. ° ° JOIST TOP CHORD j j i FACTORY -� REFER TO ARCHITECTURAL. mac\ PLAN ROOFTOP I CURB - - — - - FILLER DECK SHEET L4"x4 "xl/4"x0' -4" I ° AS REQUIRED. LONG (x4) FOR I I I i i -------- — --- STEEL BEAM. ° ° OPENINGS 12" OR I I I I I I I I PT 2x4 MIN. (MATCH CURB PARTIAL SECTION REFER TO AT PLAN. STEEL SUPPORT. 1 I I I ° ° Q O GREATER. INCREASE AS REQUIRED WHEN 1/211 DIA THRU-BOLTS, NUTS WIDTH FOR FULL BRG.) SOLID BLOCKING ABOVE CANT. METAL DECK ----------------------- JOIST OR BEAM. ! 1 °01 WELD L2-1/2"x2-1/211x1/4" SUPPORTING RT.U.'s AND LOCK WASHERS PLACED DECK FLUTES. COORD. ° EACH SIDE OF JOIST z_ 24" O.C. MAX, MIN. (3) REQ'D FRT REQUIREMENTS w/ _ I ! 1 ► FROM LOCATION OF LOAD p ROOF OPENING. I PER LONG SIDE AND MAX 12" ARCH. VERIFY ° TO NEAREST PANEL I I VERIFY SIZE E LOCATION I I FROM CURB ENDS. Pt 2x4 MIN. (MATCH CURB METAL ROOF DECK. 1 I METAL PECK POINT (ON OPPOSITE I w/ TRADE INVOLVED. I I WIDTH FOR FULL BRG.) REFER TO PLAN. I I !° 1 ° CHORD OF JOIST). GREATER THAN 3 I I RTU SUPPORT FRAME SOLID BLOCKING WITHIN 1O! ! I i 1 I °I ° I I TYP' I I DECK FLUTES. COORD. ' 1 ° NOTES: S: JOIST WEB STIFFENER FRT REQUIREMENTS w/ CONT. L3" x 3" x 3/16" a1 1 1 NOTES: ARCH. - 1. STIFFENER REQUIRED WHERE POINTS STEEL JOIST �� � �' 211-2411 1. LOCATE L3"x3"xl/4" (MIN.) FRAMES AROUND ALL ROOF OPENINGS, U.N.O. WELD At 6" O.G. MAX. - _ LOADS OCCUR BETWEEN JOIST PANEL REFER t0 MECH. CURB FRAMING DETAIL (4/54.4) FOR EQUIP. FRAME ROOF TOP UNIT FRAME SCHEDULE ���\\\ 2_24 AT PERIMETER POINTS. ANGLE SIZES. UNIT WEIGHT ANGLE SIZE 2. JOIST STIFFENERS NOT REQUIRED 2. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF OPENINGS PRIOR 0 - 615 Ibs. L4"x3"xl/4" L.L.H. ---------------�— r NOTES: FOR POINT LOADS: TO STEEL FABRICATION. 6-16 - 1500 Ibs L4"x4"x3/5" I. MINIMUM DECK BEARING AT END SUPPORTS = 2 1/2" < 100 LBS AT TOP CHORD < 100 LBS AT BOTT. CHORD 3° FRAME IS REQUIRED FOR ALL OPENINGS 12" AND GREATER. 1501 - 3000 Ibs L6 "x4"x3/8" L.L. H. STEEL ROOF JOIST STEEL BEAM. 3001 - 6000 Ibs L6"x6"x 3/S" REFER TO PLAN. REFER t0 2. MINIMUM DECK LAP OVER SUPPORTS = 2" 4. REFER TO JOIST STIFFENER DETAIL FOR JOIST STIFFENERS AS 6001 - WOO lbs LS"x6"xi/16" L.L.N. PLAN. REQUIRED, 3 R00F OPENING/EQUIP. FRAMING 1 METAL DECK ATTACHMENT 2 JOI��TSTII~FENER DET,4 L 4 MECH, CURS FRAMING 5 EDGE OF OPENING DETAILS NOT TO SCALE NOT ALE NOT TO SCALE SCALE: 1 I -0 SCALE: P I -0 REFER TO ARCH. m FOR JOIST BEARING CONT. HSS 2-1/2"x 2"-24" CONT. L4"x4"A/4" w/ ELEVATIONS GREATER THAN 2-1/2"x 1/4" 2" EA. END fE 1/4" x 6" x 0' 6" �� 3/4 � SIMPSON SET-XP MASONRY COURSING: III 2"-24'1 w/ (2) 1/2" DIA. x 6" - - HEADED STUDS ADHESIVE ANCHORS At 24" O.G. MAX. IN GROUTED TIE BEAM. _ - PARTIAL COURSE BELOW K.O. AS REQ'D. TO MAINTAIN I I (FOR K JOIST) �, j - �' 4""� � REFER TO ARCH. MAS. (6 3/4" EMBED). G.G. t0 REFER TO PLAN AND _ 1 1FULL � MASONRY COURSING VERIFY EXIST. MASONRY SCHEDULE. � AT JOIST BEARING i` CONT. L3„ x 311 x 3/16„ SEE PLAN GROUTED SOLID AND GROUT SOLID AS REQUIRED (TYP.) SEE N I i I I ELEVATION. •I CONT. WELD t0 EA. TOP/PARAPET PLAN REFER TO 6/54.4 FOR TOP/MASONRY LOCATE SPLICE BTWN. 1 1/2" 2 3 2 1 1/2 CONT. fE 1/4" x 4" w/ JOIST. • SPLICE. ANCHOR BOLT SPACING STEEL DECK ANGLE. 1/2"0 x 6" HEADED TYP.- sz METAL ROOF DECK1/4" STUDS AT 24" O.C. OFT. H55 " " CONSTRUCTION 11/2 �x12 HEADED STUDS „ K JOISTS 1/8" 2-I/2" TIE BEAM. REFER TO PLAN. 90' STD. ACI HOOK 11 11 1_ 11 PLATE 3/8 x3 x0 8 w�/ (4) I/2'0 x 6'" HEADED STUDS 1/8'I 2 1/211 FOR GROUT CAPS 4° 4" (MIN.) BEARING REFER TO PLAN AND SCHEDULE. PRE-ENGINEERED TOP REFER TO PLAN. REFER I REFER TO 1/54.3 FOR DECK ANGLE .- 1/8 2 1/2 'K"PJOISTS AND GREATER.) FASTEN DECK TO STEEL JOIST. 0 _g�� CONNECTION TO WALL. METAL ROOF DECK PLATE/HSS w/ WELDS METAL ROOF REFER TO PLAN. TYP, 4" 4" 1/2" MAX. METAL ROOF DECK REFER TO PLAN. AT 6" O.C. MAX. DECK. REFER TO ------7 ------- VARIES 1/4" 4" GAP REFER t0 PLAN. PLAN. REFER TO PLAN DECK BRG. SEE PLAN JOIST BRG. i� TIE BEAM. O O O DECK BRG. I TIE BEAM. REFER TO PLAN AND PRE-ENGINEERED REFER TO PLAN AND �� SCHEDULE. STEP AS I 2-1/2" (MIN.) BRG. �4. j ROOF JOIST. 2 1/2" SCHEDULE. REQUIRED. REFER TO 10/642. EACH SIDE I k REFER TO PLAN TO STUD J •1 FOR JOIST BEARING --- ---- ---- VARIES RAKED GONG. TIE SEAM. ELEVATIONS GREATER THAN BOTt./T(E BM. \ � REFER PLAN AND. MASONRY COURSING, PACK BRIDGING. �\ �� SCHEDULE L N.S. GROUT (2" MAX.) BELOW REFER TO PLAN. THE BEARING PLATE PRIOR MASONRY WALL. TO SETTING JOISTS. L2-1/2"x2-1/2"x3/16"xO'-6" w/ REFER TO PLAN. TIE BEAM. L2 I/2" x 2 I/2" x 3/16" x 0'-4" PRE-ENGINEERED OPTION: 1/2",0 EXPANSION ANCHORS PRE-ENGINEERED REFER TO PLAN BRIDGING. w/ 3/4"� EXP. BOLL INTO STEEL JOIST. PARTIAL COURSE BELOW INTO GROUTED MASONRY VERT. REINF. STEEL JOIST. AND SCHEDULE. REFER TO PLAN. GROUTED MASONRY CELL. REFER TO PLAN. KO. AS REQ'D. t0 MAINTAIN CELL. G.G. TO FIELD VERIFY REFER TO PLAN. REFER TO PLAN. HORIZONTAL JOINT REINF. HORIZONTAL JOINT HEIR N L FULL MASONRY COURSING AND GROUT CELL SOLID AS REQUIRED (TYP.) _\—VERT. AT 16" O.G. (TYP.) HORIZONTAL JOINT __REFER F. REINF. 1 O.G. At J015T BEARING ELEVATION. 90' STD. ACI HOOK REINF. (TYP.) AT 16 O.G. TO P REFER TO PLAN VERT. REINF, HORIZONTAL JOINT MASONRY WALL. REFER TO PLAN. MASONRY WALL. REFER TO PLAN. REINF. AT 16" O.C. REFER TO PLAN. REFER t0 PLAN. (TYP.) MASONRY WALL. 6 JOIST SE�4RfNC (2-v2" SEAT) I' _ '- II SCALE 3/4 I 0 REFER TO PLAN. 7 DECK �E�RINC SCALE: 3/4" = I'-0" 8 DECK LEDGER SPLICE SCALE: 1 1/2" = 1'-0" 9 JOIST SEARING (2-1/2" SEAT) SCALE: 3/4" = I'-0" 10 DECK �E�4RfNC CONT. fE 1/4" x 4" w/ 1/2 "0 x 6" HEADED SEE PLAN TOP CHORD EXTENSION TYPE-R WELD AFTER I/8" 2 1/2" STUDS AT 24" O.C. 0/2"(W2" HEADED STUDS (TYP.) U.N.O. ALIGNMENT 1/8" 2 1/2" FOR GROUT CAPS 4" REFER TO PLAN I AND GREATER) FOR ADDITIONAL c� INFORMATION 2" I 211 REFER TO PLANS FOR 1/8" 2-1/2° TYP._ 1/8" 2-1/2" TYP,- 2" SEE 2" -- TOP REINFORCING BARS 1/2" (MAX.) 1/8" 2-1/211 "K" JOISTS 1/611 2-1/211 "K" JOISTS METAL ROOF DECK LIAN (2) 1/2"10 A301 OVER MASONRY WALLS. NOTE: 04 x 4'-0" (MIN.) AT FASTEN DECK TO PLATE/HSS w/ WELDS METAL ROOF DECGAP K. � METAL ROOF DECK. PARTIAL SECTION AT JOIST REFER TO PLAN ' (FOR ERECTION ONLY). 16" O.C. MAX (TYP.) U.N.O.O. AT (o" O.C. MAX. REFER TO PLAN. REFER TO PLAN. TOP CHORD EXTENSION CONT. L4"x4"A/4" WELD TO EA. JOIST. 311611 3" TYP.- ________� - — - - - -' 3/1611 METAL ROOF DECK. 311 "LH" JOISTS i I I I I -- ----- ------ ------------- --- ------------ ------------ 2-1/2" (MIN. BRG. � j' REFER TO PLAN. 1/S" 2 1/2" TYP.- "K" 1/2" EA. SIDE EA. SIDE . 1/8" 2 1/2" JOISTS MAX. - TYP. f I I I 2 1/2" (MIN.) BRG. "K" JOISTS "LH" 1/2" GAP iE I I - - — - - — - - 4" (MIN.) BRG. JOISTS 1/4" STIFF fE (TYP.) j j COMPOSITE MTL. DECK. STEEL JOIST REFER TO FRAMING PLAN L2 1/2" x 2 1/2" x 3/16" PRE-ENGINEERED I ' I REFER TO PLAN NOTES FOR SIZE AND TYPE STEEL BEAM. KICKER FROM BOTT. STEEL JOIST BEYOND I I ff'_ 1/2" TIE BEAM. STEEL BEAMS. REFER TO PLAN. REFER TO PLAN. FLANGE TO NEAREST TOP CHORD PANEL PRE-ENGINEERED STEEL BEAM. STEEL BEAM. NO WELD I I I I I I H.S.S. COLUMN. REFER TO PLAN AND SCHEDULE PRE-ENGINEERED POINT. WELD TO BOTT. STEEL JOIST. REFER TO PLAN REFER t0 PLAN. REFER TO PLAN. I I REFER TO PLAN. VERT. STEEL JOIST. FLANGE OF BEAM AND I I HORIZONTAL JOINT TO P REFER O P REFER TO PLAN. JOIST TOP CHORD. L2-1/2"x2-I/2"x3/16" j j REINF. At 16" O.G. (TYP.) NOTE: REFER TO PLAN FOR KICKER FROM BOTT. PRE-ENGINEERED L2 1/2" x 2 1/2" x 3/16" STEEL BEAM AND CONNECTION I I LOCATIONS. (0. FLANGE TO NEAREST ROOF JOIST. KICKER FROM BOTT. NOT SHOWN FOR CLARITY I I MASONRY WALL. TOP CHORD PANEL REFER TO PLAN. FLANGE TO NEAREST I I REFER TO PLAN. POINT. WELD t0 BOTT. TOP CHORD PANEL I I I I FLANGE OF BEAM AND POINT. WELD TO BOTT. JOIST TOP CHORD. FLANGE OF BEAM AND JOIST SEARING (2-1/2" SEAT) JOIST SErARING (2-1/2" SEAT) LREFER TO OCATIONS. (,A)N FOR@_�ELE- j'T 4INJOIST TOP CHORD.ST REFER PLAN FOR 03�SSLE:II TSCALE: 15LOCATIONS. 3/4" = I'-01112SCALE: 3/4" = I'-011 3/4" = 1'-0" O (�) _ _ II 3/4 - I 0 SCALE: 3/4 - I 0 REVISIONS BY y00 00 ^Cc ;_ C\l o N tl Q003 N M "izy�wxx U 1 ,,`�ErrM���'� .`OHO• c'E'NSF •y�ti,� 46665 O•.•• STATE OF : J 0 R MOHAN ENGINEERING INC. Conaul,L A. N.rd EflglneerE EL GO. A. No. 7498 ., George E. Mohon FL P.E. N. 46665 13051 W Gne6wgh nro., Suite 102 • Tampp a,FL 33626 Phone (813) 475-5983•Fae (813) 699-8336 U _0 Q� Z O L- Ln ' � M - p M m J E �ai�� U D •o 0 O 0 — W O a c o vi 0 Q o 0 m s _ Q Z p v J w I.� Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S4*4 T�ROo sI-IEATHING NOT TO SCALE I I I I I ROOF :RS. SHEATHING. REFER TO PLAN. PRE-ENGINEERED BRACING TRUSS. REFER TO 5/54.5. STEEL fR. REFER TO — SECTION A -A OR C-C, SO' STD. ACI HOOK TIE BEAM. REFER TO PLAN AND SCHEDULE. (OR CONCRETE BEAM. REFER TO PLAN FOR CONC. BEAM LOCATIONS) VERT. REINF. REFER TO PLAN. HORIZONTAL JOINT REINF. AT 16" O.C; (TYP.) MASONRY WALL. REFER TO PLAN. 2 TRUss SEARING PRE-ENGINEERED BRACING TRUSS. ROOF SHEATHINGS. REFER TO 5/54.5. REFER TO PLAN. FASTEN TO BLOCKING w/ SCREWS AT 4" O.G. MAX. PLYWOOD ROOF SHEATHING 14 GA CLIP ANGLE w/ — ON METAL ROOF TRUSS. (4) *10 TEK SCREWS EA, REFER TO PLAN. LEG (TYP.) UN.O. - PRE-ENGINEERED METAL ROOF TRUSSES. PRE-ENGINEEERED REFER TO PLAN. METAL ROOF TRUSSES. REFER TO PLAN. ROOFING. REFER TO ARCH. PRE-ENGINEERED —� BLOCKING TRUSS (DESIGNEE) FOR 5001b ULT. LATERAL WIND TRUSS CONNECTION, LOAD). REFER TO 2/64.5. REFER TO ARCH. AND 2/54.5 1 I I SEE PLAN TRUSS BRG. 1 OVERHANG — — —� SEE ARCH, METAL STUD BLOCKING. REFER TO 2/54.5. STEEL BEAM. REFER TO PLAN 4 TRUSS E3EARINC TRUSS CONNECTION AT ROOF TRUSS/ BLOCKING TRUSS. REFER TO 2/54.5. IN NOTES: PLYWOOD ROOF SHEATHING 1. REFER TO 3/532 FOR TYPICAL ON METAL ROOF TRUSS. METAL STUD FRAMING NOTES. REFER TO PLAN. PRE-ENGINEERED METAL ROOF TRUSSES. REFER TO PLAN. IB 1/6"x1"x0'-5" (L.S.H.) ROOFING. REFER TO ARCH. < CONT. 14 GA. BENT fE (w/ 2" MIN. LEGS) w/ (2) *12 TEK SCREWS TOP AND BOTT. [--REFER TO ARCH. -e SEE PLAN n TRUSS ERG. P.T. 2x BLOCKING OVERHANG PER ARCH. SEE ARCH. L2 "x2 "xl4 GA. xO'-3" (MIN.) 3-5/811, 18 GA. METAL STUD w/ (4) *12 TEL SCREWS EA. BLOCKING AT 24" O.C. MAX. LEG EA. TRUSS (TYP.) U.N.O. w/ L2"x2"x 18 GA. x 0'-3 3/5" - CLIP ANGLES EA. END w/ (3) *10 TEK SCREWS EA. LEG�L -I 5/8" i 5/8" N u1 EMBED M 1/4" 1/2"4) 6" - N I tI w/ x , WELDED HEADED STUDS. r I _ N ' w � 0 �25 2 5/16"'+ w 2 5/16" 2 5/16" TYPICAL TYPICAL TRUSS GIRDERMIP TRUSS EMBED E EMBED fP_ ROOFING. REFER TO ARCH, NOTE: METAL TRACK AT FACE OF TRUSS BLOCKING AS REQUIRED FOR DECK ATTACHMENT. FASTEN TO TRUSS w/ (2) ROWS OF *10 TEK SCREWS AT 4" FROM EA. END AND 12" O.G. MAX. TRACK CLOSURE/PLATE BY PRE-ENGINEERED TRUSS MAUFACTURER (TYP.) U.N.O. EMBED fE. (GIRDER/HIP TRUSS) AND TRUSS CONNECTION. REFER TO 2/54.5. EMBED. fE NOT REQUIRED AT STEEL BEAM LOCATIONS. II II 1� II II � 5 �ST IONSC3/4" �__v " 2' - 0" (MAX.) TIE BEAM. REFER TO PLAN AND SCHEDULE. ELEVATION A (OR CONC./STEEL BEAM. REFER TO PLAN FOR CONC./STEEL BEAM LOCATIONS) '-0" Ml� (TYP.) MC TYP. TRACK CLOSURE BY PRE-ENGINEERED TRUSS MANUFACTURER A$ REQUIRED. 311 NOTCH TOP OF I I I I a A MASONRY AS REQUIRED FOR EMBED fE SECTION A -A PRE-ENGINEERED TRUSS CLIP ANGLE. SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW. B TYP. -- o0000 — 311 NOTCH TOP OF I I I MASONRY AS B REQUIRED FOR II II P EMBED fE SECTION B-B ALTERNATE CONNECTION FOR PROPRIETARY TRUSS TYPES TYPICAL TRUSS CONNECTIONS NOTES: I. LOCATE FIRST BLOCKING TRUSS AT FIRST TRUSS BAY. 2. REFER TO PARTIAL PLAN VIEW FOR TYPICAL SPACING. 3. REFER TO 3/83.2 FOR TYPICAL METAL STUD FRAMING NOTES. MASONRY WALL/CONCRETE BEAM/STEEL BEAM. REFER TO PLAN. INDICATES DIAGONAL BRACING. REFER TO ELEVATION A. 6'-0" MAX. A A PRE-ENGINEERED METAL ROOF TRUSS w/ RAISED HEEL AT BRG. PARTIAL PLAN VIEW me PRE -ENGINEERED TRACK CLOSURE BY — PRE -ENGINEERED TRUSS MANUFACTURER AS REQUIRED. iE 1/8"xPx0'-5" EA. FACE (8) *12 TEK I G SCREWS •• EQUALLY SPACED EA. fE II II SECTION C-C PRE-ENGINEERED TRUSS CLIP ANGLE EA, FACE, SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW. TYP. Il •* El PLYWOOD ROOF SHEATHING ON METAL ROOF TRUSS. REFER TO PLAN. PRE-ENGINEERED METAL ROOF TRUSSES. REFER TO PLAN. ROOFING. REFER TO ARCH. / REFER TO ARCH. AND 2/54,5 PRE-ENGINEERED BRACING TRUSS. REFER TO 5/54.5.� TRUSS CONNECTION. 1 REFER TO 2/54.5. EMBED fE. REFER TO 2/54.5. \ SEE PLANn I • I I , TRUSS BRCS. OVERHANG � � D SEE ARCH. II II TIE BEAM. REFER TO PLAN AND SCHEDULE. (OR GONG. SECTION D-D BEAM. REFER TO PLAN FOR GONG. BEAM LOCATIONS) ALTERNATE CONNECTION FOR PRECAST GONG, LINTEL. PROPRIETARY TRUSS TYPES REFER TO 4/54.2 AND 5/642 U.N.O. TYPICAL GIRDERMIP TRUSS CONNECTIONS aS�Tl REFER TO 2/S45 AND 3/54.5FOR ADDITIONAL INFORMATION. -0" NOTE: ROOF/FLOOR FRAMING (THIS SIDE) NOT SHOWN FOR CLARITY METAL ROOF TRUSSES. HORIZONTAL JOINT —\ REFER TO PLAN PLYWOOD ROOF SHEATHING REINF. AT 16" O.G. ON METAL ROOF TRUSSES. ROOFING. REFER TO PLAN REFER TO ARCH. VARIES TOP/TRUSS w l+/—) 2" q 3 5/6", 16 GA. (362 SEE ARCH. IL 5I62-54) METAL STUD BLOCKING w/ Iro GA. AT RIDGE VENT CLIP ANGLE EA. END PLYWOOD ROOF SHEATHING PRE-ENGINEERED ON METAL ROOF TRUSSES. 0Q SEE PLAN METAL ROOF TRUSSES. REFER TO PLAN TRUSS BRG. REFER TO PLAN. ROOFING. + REFER TO ARCH. i 3 5/6", 16 GA. (362 5162-54) TIE BEAM. REFER TO METAL STUD BLOCKING w/ 16 PLAN AND SCHEDULE. GA. CLIP ANGLE EA. END (OR GONG. BEAM. 2 REFER TO PLAN FOR GONG. BEAM LOCATIONS) AT OFF RIDGE VENT 5 REFER TO 4/53.1 FOR TYPICAL METAL STUD FRAMING NOTES. TYP. 5LOCKING AT ROOF VENT5 DETAIL 7 SCALE: 3/4" = I'-0" FASTEN SHEATHING w/ (2) ROWS OF FASTENERS AT 4" O.G. MAX. EACH ROW, STAGGERED IFROOFING. REFER TO ARCH, PRE-ENGINEERED METAL REFER TRO PLANUSSES. d / � � 2'-O" P.T. (2) 2x6 LEDGER w/ 3/4"0 SIMPSON SET-XP ADHESIVE ANCHORS AT 24" O.G. MAX., 6-3/4" EMBED. VE RT. REINF. REFER TO PLAN MASONRY WALL. REFER TO PLAN REVISIONS BY f 00 Y 00 N �CO �y u L -- �� o o f= ° 0. ^/ N 0 i ti 00 3 ti o� N 3 �D 0 �a CV 1 IL ►y! —r�r ��f' Ow�FG.g �G� E. .oho• c'E'ni 46665 • STATE OF ' �S N A11 111 MOHAN ENGINEERING INConsWun9 Stnxturd Enylne. C FL C.O.A. No. 7498 mGeorge E. Mohan FL P.E. No. 46665 1305'W. inebagh Ave., SuRe 102 • Tamppo, FL 33626 Phone 0'3 475-5983•Fax (813) 699-8336 U Z o � V) •� C: M — U M m J E Q (N U 4 •O (_j O — W -° o U a 0 N D a� � o g Q � m � _ a ID z O o J = Ld li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S4s5 1/411 CAP P TYP. SEE ARCH. TOP/STEEL H55 6"4"x3/16" (L.S.H.)— TOP AND BOTT. H55 6 "x6 "x 3/16 " REFER TO PLAN L6"x4"xB06" (L.L.V.) EACH SIDE OF HSS COL. L6"x4"x5/16"xl'-3" (L.L.V) METAL ROOF DECK REFER t0 PLAN. L3"x3"x 1/4" JOIST STIFF. J AT NEAREST JOIST. WELD TO TOP CHORD. L4"x4"xl/4" WELD TO HSS— AND BOTT. CHORD OF JOIST. 1 DETAIL SCALE: NOTES: 1. INSTALL EQUIPMENT PAD ONLY As REQUIRED. 2. COORDINATE w/ MECHANICAL/PLUMBING DRAWINGS. 3. COORDINATE w/ MANUFACTURER REQUIREMENT TOP/STEEL 0 6„ TYP. 3/16" I / 4" REFER TO 3/53.2 — — — (TYP.) HS5 6 "x2 "x3/16" (L-6-H-) H55 6 "x6 "x3/16" REFER TO PLAN. TYP. L6"x4"x5/16"xl'-3" — ( L.L.V.) L3"x3"xl/4" VERT. STRUT w/ DIAG. JOIST STIFF, REFER TO 2/54.4 DIAGONAL BRACING - AT EACH COLUMN LOCATION L4"x4"xl/4" (EACH — SIDE OF HSS) WELD TO HSS COL. AND BOTT, CHORD OF JST. 2 DETAIIL SCALE: 3/4" ► TYP. ---[>—<Tr —HSS 6 "x2 "x3/16" METAL ROOF DECK 'EE ARCH. n REFER TO PLAN. COP/STEEL 111=L&"x4"xFVIro" (L.L.V.) EACH SIDE OF HSS COL. (2) 1-2"4"xl/4" (1-Ea. SIDE OF HSS) PRE-ENGINEERED SKYLIGHT AND 03 AT 8" O.G. CONNECTIONS BY EACH WAY 03 AT 12" O.G. OTHERS, EACH WAY CHORD. w/ ARCH. MECH. EQUIPMENT MECH. EQUIPMENT 2" GLR W (TYP.) , ^ 211 CLR (TYP.) � -. 11 CONT. 6 , 16 GA. ' (600 T125-54) 0 `- I U METAL TRACK w/ 6" (MIN.) ? 4" (MIN) I _ �- (3) "12 TEK SCREWS COORD. I w/ MECH. m COORD. Z AT 6" O.C. MAX. ' w/ MECH. TO ROOF DECK °• ° ° • • ° VARIES • • • VARIES METAL ROOF DECK REFER TO PLAN _ - x- �- x -- -- -- --- --- --- -- -- — — - x- - x-- -- -- -- -- - -- -- - W ---------------------- -- DRILL AND EPDXY DRILL AND EPDXY 04 DOWELS (2 1/2" 04 DOWELS (2 1/2" EMBED) AT 24" O.G. EMBED) AT 24" O.G. AROUND PERIMETER AROUND PERIMETER SLAB ON GRADE SLAB ON GRADE EQUIPMENT PAD - 6" PAD EQUIPMENT PAD - 4" PAD 5 EQUIPI„IENT i=AD DETAILS SCALE: RID REFER TO PLAN AND 12/643 CAP fF- 1/4" STEEL BEAM. REFER TO PLAN W.P. I I � • I. - - - - STEEL COLUMN. REFER TO PLAN I I , � HSS "X"-BRACE w/ I I SLOTTED END FOR WELDED ATTACHMENT TO GUSSET PLATE (TYP.) I REFER TO 9/54.6 FOR I ADDITIONAL INFORMATION I I ICI I I 1/4" TYP. WELDED 3/6" GUSSET iE TOP/BOTT. I STEEL BEAM. REFER TO PLAN. 1/4" STIFF PLATE EA. FACE 8 DETAIL SCALE: 3/4" = 1'-0" H65 "X"-BRACE w/ SLOTTED END FOR WELDED ATTACHME TO GUSSET PLATE 'YP. r 6 WALL SECTION SCALE: 3/4" = I'-0" II—m11 211 1 1/2" 2 3/4" 2 N 1 pZ 11 REFER TO 1/54.6 HSS 604"x3/16" (L.S.H.) — TOP AND BOTT. N.S.S. ro "x6 "x3/lro" L6"x4"x5/16" (LL.V.) EACH SIDE OF HSS COL. L6"x4"x5/16"xl'-3" (L.L.V) - METAL ROOF DECK REFER TO PLAN. 1-3"x3"xl/4"JOIST STIFF. AT NEAREST JOIST. WELD TO TOP CHORD. L4"x4"xl/4" WELD TO H55— AND BOTT. CHORD OF JOIST. 3 DETAIL SCALE: 3/4" = I'-0" COORDINATE w/ SKYLIGHT MANUFACTURER OUTSIDE OF CURB 14 GA. CLIP ANGLE EA. CORNER AND EVERY OTHER STUD (32" O.G. MAX.) CONT. L6"x4"x5/16" (LL,V.) TYP. 2 1-2411 2"-24" STEEL BEAM. REFER TO PLAN. — VERIFY 211 (4) 3/4",P x 6" STUDS I— 3 1/211 ILr1 1/2 1/2 CA m N — N (6) 3/4"0 WELDED HEADED STUDS AT CORNERS EMBED fE 3/4" w/ 3/4"0 x 6" WELDED I I STEEL COL. HEADED STUDS I I REFER TO PLAN. I I CONCRETE TIE BEAM. I I REFER TO PLAN I I I I I I I I n REFER TO PLAN I I BOTT./GONG. BEAM II II II, II `° II II II II` A e9 L4 a 10 SECTION TOP/STEEL` I! I I TYP. I I q fP 1/21, w/ I I I (4) 3/4"0 A325 III I tYf, tt THRU BOLT I I III I I I I I SEE ARCH. TOP/STEEL Ij-'r' � X I I ' Q 111 II III I I 1/411 611 TYP. III III A SEE PLAN TOP/BEAM 1/4" STIFF. fP EA. FACE AT STEEL COLUMN HANGER LOCATIONS. H66 4"x4"xl/4" STEEL COL. HANGER (3-LOCATIONS). REFER TO PLAN. lA SEE PLAN TOP/BEAM V 1/4" STIFF. fP EA. FACE AT STEEL COLUMN HANGER LOCATIONS. I - z REFER TO 5/543 3/1611 4" _ P (MIN.) TO BEAM IFS" V (MIN.) TO BEAM 1 1/4" (MIN.) TO PLATE 1 1/4" (MIN.) TO PLATE 4 SECTION PLAN A -A r — CONT. 6", 16 GA. (600 T200-54) LONG LEG METAL TRACK w/ (2) 012 TEK GRID GRID SCREWS EA. LEG At EA. STUD. INCREASE METAL TRACK $ SEE PLAN 8 GAGE AS REQUIRED FOR PRODUCT APPROVAL/SHOP S4.6 STEEL BEAM. S4.6 DRAWING REQUIREMENTS, REFER TO PLAN. , I> SEE PLAN TOP/BEAM VERIFY TOP/CURB WALL SHEATHING.�,J REFER TO ARCH. I 11 n 30 -2 1/2 � SEE PLANT TOP/BEAM OP/BEAM — 6" 16 GA. (ro00 5162-54) 9 METAL STUDS AT 16" O.C. MAX. S4.6 STEEL BEAM. LOCATE 3-STUD5 EA. CORNS REFER TO PLAN. 7 ELEVATION SCALE: N.T.S. REVISIONS BY .f ' �00 CID �---e In o�oti 00 ' yeti V N d C,00o L T ~ 3 3 e Z N 1' o E CD N E-- W'E E-I,= I wx p 'aCQy o-tea , r 't&ErErr11, O��,i •� O• �� y G'E'N , . 46665 STATE OF ' 44J Al rrrrrirt����� MOHAN ENGINEERING INC. Coneulthy Sd Englneen hiN., FL C.O.A..A. 7498 George E. Mohan FL P.E. No. 46665 13051 W. - dbpugh Ave., Suite IO2 •Tampa, FL 33626 Phone �813) 475-5983•Fox (813) 699-8336 U -0 0 Z o Ln ' � M O - m J E " U � — 8 •O U ��- — W o a V) •vi a� a- o Q >1 p m N tV z 0 0 J w L.� Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S4.6 I I I' I III ! I I SYMBOL DESCRIPTION A CONTROL VALVE WITH TAMPER SWITCH N CHECK VALVE 0-0 FLOW SWITCH RISER„ FLOOR CONTROL VALVE, AND DRAIN RISER ® FIRE RISER REVISION REFERENCE D41 FIB CTION LEGEND SCALE: NONE f=:>Ii=E MATERIAL SPECIFICATION LOCATION USED MATERIAL UNDERGROUND DR14 (BLUE BRUTE) IN -BUILDING RISER STAINLESS STEEL (AMES) FIRE RISER M-COAT (ALLIED TUBE) STANDPIPE M-COAT (ALLIED TUBE) COMMERCIAL M-COAT (ALLIED TUBE) RESIDENTIAL BLAZEMASTER EXTERIOR / DRY GALV. (ALLIED TUBE) FIFE 5FECIFICATION DIAMETER SCHEDULE 1 " 40 IV4" 40 V 10 211 10 2Y" 10 411 10 (oil 10 0!z 1MSCHEDULF.LE: NONE �YI150 ORF TEMP RESPONSS K-FAC FINISH MODEL (SIN) STYLE NOTES MFG. 1/2" 155' QUICK 5.6 WHITE V2105 SEMI -RECESSED 1 VICTAULI Q 1/2" 155" QUICK 5.6 WHITE V3802 CONCEALED - VICTAULI 0 1/2" 155` QUICK 5lo BRONZE V2104 UPRIGHT 1 VICTAULI I. ALL SPRINKLERS INSTALLED OUTSIDE OR IN UNCONDITIONED LOCATIONS SHALL HAVE THE VICTAULIC VC250 FINISH. 0 CIi� SPRINKLER LEG-CEND SCALE: NONE FLORIDA ,ADMINI5TRATIVE CODE: (o1G-c15-32.004 COMPLETE AUTOMATIC FIRE PROTECTION SYSTEM DESIGNED IN COMPLIANCE WITH THE APPLICABLE NFPA STANDARDS LISTED WITHIN THESE DOCUMENTS. ACCEPTANCE TEST CRITERIA SHALL COMPLY WITH NFPA-13. SPRINKLER SYSTEM SHALL BE PROPERLY INSPECTED AND MAINTAINED IN ACCORDANCE WITH NFPA-25 STANDARD FOR INSPECTION, TESTING, AND MAINTENANCE OF WATER BASED SYSTEM. HAZARD CLASSIFICATION CLASSIFICATION: LIGHT HAZARD AND ORDINARY HAZARD (GROUP 1). APPLICABLE NFPA STANDARDS TO BE APPLIED FLORIDA BUILDING CODE ((oTH EDITION) FLORIDA FIRE PREVENTION CODE ((oTH EDITION) NFPA 13 NFPA 24 NFPA 25 STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS THE STRUCTURAL ENGINEER OF RECORD HAS ADVISED THE UNDERSIGNED THAT THERE IS A LIVE AND DEAD LOAD ALLOWANCE FOR FIRE PROTECTION SYSTEM RUNNING IN THE CEILING OF THE STRUCTURE. REFER TO STRUCTURAL FOR FURTHER INFORMATION. FIRE ALARM SYSTEM REFER TO ELECTRICAL DOCUMENTS FOR ALARMING REQUIREMENTS. POINT OF SERVICE CITY MAIN FEEDING NEW BACKFLOW PREVENTOR (BY CIVIL DIVISION). REFER TO CIVIL PLAN FOR LOCATION. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA LIGHT HAZARD: ALL TOILETS, OFFICE SPACES, CONFERENCE ROOMS, LOBBY, CORRIDORS, LOUNGE, VESTIBULES AND OTHER LIKE AREAS ORDINARY HAZARD (GROUP 1); STORAGE AREAS, MECHANICAL ROOMS, JANITORS CLOSETS, ELECTRICAL ROOM, TELECOM., KITCHEN, PARKING GARAGE, AND OTHER LIKE AREAS DESIGN APPROACH LIGHT HAZARD SPRINKLER SYSTEM TO BE ATTACHED TO SPRINKLER RISER. SYSTEM SHALL BE EXTENDED INTO ENTIRE BUILDING IN ACCORDANCE WITH NFPA-13, U.L., LIGHT HAZARD. LISTED AND APPROVED UPRIGHT, SIDEWALL E PENDANT (K-FACTOR AS NOTED) SPRINKLERS TO BE USED. SPRINKLERS SHALL BE RATED AS NOTED IN MATERIAL SPECIFICATION (THIS SHEET) UNLESS OTHERWISE NOTED. MAXIMUM SPRINKLER SPACING SHALL NOT EXCEED LISTING WITH A 0.10 DENSITY SPRINKLER CONTRACTOR SHALL PROVIDE HYDRAULIC CALCULATION. ORDINARY HAZARD (GROUP 1) SPRINKLER SYSTEM TO BE ATTACHED TO SPRINKLER RISER. SYSTEM SHALL BE EXTENDED INTO ENTIRE BUILDING IN ACCORDANCE WITH NFPA-13, U.L., ORDINARY HAZARD. LISTED AND APPROVED UPRIGHT, SIDEWALL d PENDENT (K-FACTOR AS NOTED) SPRINKLERS TO BE PROVIDED. SPRINKLERS SHALL BE RATED AS NOTED IN MATERIAL SPECIFICATION (THIS SHEET) UNLESS OTHERWISE NOTED. MAXIMUM SPRINKLER HEAD SPACING SHALL NOT EXCEED LISTING WITH A 0.15 DENSITY SPRINKLER CONTRACTOR SHALL PROVIDE HYDRAULIC CALCULATION. CHARACTERISTICS OF THE WATER SUPPLY TO BE USED STREET MAIN IS CIRCULATING. MINIMUM DURATION OF 60-90 MINUTES. FLOW TEST DATA: CONTRACTOR SHALL PROVIDE FLOW TEST WITH SHOP DRAWING SUBMITTAL. VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER: THE FIRE SUPPRESSION SYSTEM FOR THIS FACILITY IS SUPERVISED AND REPORTS SYSTEM STATUS (WATER FLOW, TAMPER SWITCHES, PRESSURE SWITCHES, ETC) TO A MONITORED ALARM PANEL. THE BACKPLOW PREVENTION DEVICE SHALL BE PROVIDED WITH TAMPER SWITCHES AND CHAINED AND LOCKED IN THE OPEN POSITION. MICROBIAL INDUCED CORROSION (MIC) WATER SOURCE IS FROM EXISTING PUBLIC UTILITY WATER MAIN. THERE ARE NO KNOWN CONDITIONS PRESENT THAT CONTRIBUTE TO MICROBIOLOGICAL CORROSION (M.I.C.). CONTRACTOR SHALL REEVALUATE WATER SUPPLY AND ENVIRONMENTAL CONDITIONS FOR EXISTENCE OF MICROBES AND CONDITIONS THAT CONTRIBUTE TO M.I.C. PRIOR TO START OF CONSTRUCTION. WHERE CONDITIONS ARE FOUND THAT CONTRIBUTE TO M.I.G. THE CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER BACKFLOW PREVENTION AND METERING SPECIFICATIONS THE BACKFLOW PREVENTION DEVICE ASSEMBLY AND METERING EQUIPMENT BY CIVIL DIVISION AND MEET THE REQUIREMENTS OF THE LOCAL WATER PURVEYOR. THE MAXIMUM PRESSURE LOSS SHOULD NOT EXCEED 10 P.S.I. MAXIMUM WORKING PRESSURE 115 P.S.I. QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS ALL NEW YARD AND INTERIOR FIRE PROTECTION EQUIPMENT SHALL BE UL LISTED AND/OR FM APPROVED. FIRE PUMP REQUIREMENT THERE IS AN ADEQUATE WATER SUPPLY SERVING FIRE PROTECTION SYSTEM. NO FIRE PUMP 16 REQUIRED. WATER STORAGE TANK REQUIREMENT THERE IS AN ADEQUATE WATER SUPPLY SERVING FIRE PROTECTION SYSTEM. NO WATER STORAGE TANK IS REQUIRED. OWNER'S CERTIFICATE FOR STORAGE FACILITIES PROPERTY IS NOT A STORAGE OCCUPANCY. OWNER'S CERTIFICATE IS NOT REQUIRED. 101 COMPLIANCE IANCE NOTES I SCALE: NONE 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13 AND STATE FIRE PREVENTION CODE. 2. FINAL INSPECTION AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION. 3. CONTRACTOR TO SUBMIT A SET OF WORKING PLANS AS DEFINED IN NFPA-13 INCLUDING HYDRAULIC CALCULATIONS TO ENGINEER FOR REVIEW PRIOR TO SUBMITTING WORKING PLANS TO AUTHORITY HAVING JURISDICTION FOR FINAL APPROVAL. 4. ALL MATERIAL SHALL BE OF APPROVED QUALITY AND THE WORK SHALL BE DONE IN A THOROUGH AND WORKMANLIKE MANNER THE WORK, MATERIALS AND TEST SHALL BE IN ACCORDANCE WITH ALL APPLICABLE NFPA REQUIREMENTS. 5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE OWNER MAXIMUM USE OF THE SPACE. 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS. 1. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA-13 AND THE LISTING OF THE SPRINKLER 8. SPRINKLER LOCATIONS SHALL BE CENTERED OR INSTALLED IN THE TILE AS INDICATED ON THE DRAWINGS AND SHALL BE INSTALLED USING VICFLEX FLEXIBLE SPRINKLER CONNECTION. 9, PER NFPA-13:8.6.4.1.20), SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE INSTALLED WITH DEFLECTOR P BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF DECK). UNLESS OTHERWISE NOTED. 10, FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 11. PROVIDE A PERMANENTLY ATTACHED NAME TAG ATTACHED TO THE RISER STATING THE REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY DESIGNED SYSTEM. 12. PROVIDE ADDITIONAL SPRINKLERS UNDER ALL DUCTWORK, SUSPENDED EQUIPMENT, AND ANY OTHER OBSTRUCTION 48" AND LARGER SPRINKLERS SHALL BE SPACED AROUND OBSTRUCTIONS TO MAINTAIN REQUIRED COVERAGE. SPRINKLERS UNDER DUCTWORK, EQUIPMENT, ETC MAY NOT BE INDICATED ON THE DRAWINGS, BUT ARE REQUIRED AND SHALL BE INSTALLED AND COORDINATED WITH FINAL LOCATION OF ALL DUCTWORK AND SUSPENDED EQUIPMENT, ETC. 13. PROVIDE SPRINKLER GUARD ON ALL SPRINKLERS WHERE THEY ARE SUSCEPTIBLE TO DAMAGE. 14. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS. 15. ALL HANGERS ON END SPRINKLERS IN PENDENT POSITION SHALL BE WITHIN 12" OF END OF LINE IN ACCORDANCE WITH NFPA-13. 16. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. 11. WET FIRE PROTECTION PIPING EXPOSED TO ENVIRONMENTS SUBJECT TO FREEZING TEMPERATURES SHALL BE PROVIDED WITH AN APPROVED MEANS TO MAINTAIN A WATER TEMPERATURE NO LESS THAN 40' F. ACCEPTABLE MEANS OF FREEZE PROTECTION INCLUDE HEAT -TRACE, DRY SYSTEM, OR INSULATING (INSULATION SHALL BE COVERED WITH AN ALUMINUM JACKET. 18. FIRE PROTECTION SYSTEM ACCEPTANCE TESTS SHALL BE PERFORMED IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASSOCIATED NFPA CODES. 19. FIRE PROTECTION SYSTEM ACCEPTANCE TESTS SHALL BE WITNESSED BY AUTHORITY HAVING JURISDICTION. 20. CONTRACTOR SHALL PROVIDE FLUSHING CONNECTIONS AT THE END OF ALL MAINS. 21. PROVIDE GALVANIZED FITTINGS, VALVING AND VALVE TRIM FOR EXTERIOR PIPING. 22. PIPE SUPPORTS: HANGERS, CLAMPS, RODS AND OTHER ACCESSORIES OF AN APPROVED TYPE AND IN SUFFICIENT NUMBER TO PROPERLY SUPPORT ALL PIPING SHALL BE FURNISHED AND INSTALLED. PIPING SHALL BE SUPPORTED BY ROUND WROUGHT U-TYPE APPROVED ADJUSTABLE HANGERS. 23. CONTRACTOR SHALL INDICATE THE SPRINKLER'S TEMPERATURE RATING, ORIFICE SIZE AND TYPE ON FINAL DRAWINGS. 24. REFER TO ARCHITECTURAL DOCUMENTS FOR LOCATIONS OF ALL SMOKE/FIRE WALLS AND PENETRATION DETAILS FOR MAINTAINING OF THE INTEGRITY OF THE SMOKE/FIRE WALLS IN AN APPROVED MANNER WHEN PENETRATING WALLS AND FLOORS. 25. CONTRACTOR SHALL PROVIDE THE OWNER WITH A THREE RING BINDER OF ALL LITERATURE AND INSTRUCTIONS AS PROVIDED BY THE MANUFACTURER DESCRIBING PROPER OPERATION AND MAINTENANCE OF ALL EQUIPMENT AND DEVICES INSTALLED, A COPY OF NFPA-25 STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FIRE PROTECTION SYSTEMS", AND THE APPROPRIATE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE(S), COMPLETED AND SIGNED, AS INDICATED IN NFPA-13. 26. PROVIDE AS REQUIRED THE FOLLOWING ALARM DEVICES FOR THE SPRINKLER RISER AND BACKFLOW PREVENTOR. SIGNALS ARE TO BE INTERLOCKED WITH FIRE ALARM SYSTEM. • WATER FLOW INDICATORS (FIRE RISER): VANE TYPE WATER FLOW DETECTOR, RATED TO 250 PSIG± DESIGNED FOR HORIZONTAL OR VERTICAL INSTALLATION± HAVE 2 SPDT CIRCUIT SWITCHES TO PROVIDE ISOLATED ALARM AND AUXILIARY CONTACTS, 1-AMPERE 125-VOLT5 AC AND 0.25-AMPERE 24-VOLT5 DC± COMPLETE WITH FACTORY -SET, FIELD -ADJUSTABLE RETARD ELEMENT TO PREVENT FALSE SIGNALS, AND TAMPERPROOF COVER WHICH SENDS A SIGNAL WHEN COVER IS REMOVED. • SUPERVISORY SWITCHES: SPST, NORMALLY CLOSED CONTACTS, DESIGNED TO SIGNAL VALVE IN OTHER THAN FULL OPEN POSITION. 29. PROVIDE A SPARE SPRINKLER CABINET FOR EACH SPECIFIED SPRINKLER STORAGE CABINET SHALL BE RED GLOSS, POLYESTER -COATED STEEL CONSTRUCTION. THE QUANTITY OF NEW SPARE SPRINKLERS SHALL REQUIRED BY NFPA-13, BUT NEVER LESS THAN SIX SPARE SPRINKLERS OF EACH MODEL AND EACH DIFFERENT TEMPERATURE RATING INSTALLED± PROVIDE ONE WRENCH FOR EACH DIFFERENT MODEL OF SPRINKLER HEAD (NO CRESCENT WRENCHES PERMITTED). CABINET SHALL HAVE CATCH -LOCK AND CONTINUOUS PIANO HINGE. LOCATE THE SPARE SPRINKLER CABINET ADJACENT TO THE RISERS. 30. VICFLEX FLEXIBLE SPRINKLER CONNECTIONS SHALL HAVE AN INSIDE DIAMETER OF 1". HYDRAULIC CALCULATIONS SHALL INCLUDE THE EQUIVALENT LENGTH'S AS PROVIDED BY MANUFACTURER 31, ALL COUPLINGS AND GROOVED FITTINGS SHALL BE VICTAULIC. 32. COORDINATE FIRE PROTECTION PIPING WITH DUCTWORK, STRUCTURE, PLUMBING, ETC- PROVIDE OFFSETS AS REQUIRED FOR THE INSTALLATION OF DUCTWORK AND OTHER BUILDING SYSTEMS. FINAL FIELD COORDINATION BETWEEN ALL TRADES SHALL BE COMPLETED PRIOR TO START OF CONSTRUCTION. 33. ALL SPRINKLERS INSTALLED BELOW DUCT SHALL BE INSTALLED WITH DEFLECTOR INSTALLED A MINIMUM P BELOW DUCT AND P BELOW DUCT INSULATION. 34. PROVIDE ARMOVER TO ALL PENDANTS INSTALLED IN A DRY OR PREACTION SYSTEM. 101 ENER4L NOTES SCA 1.0 GENERAL PROVISIONS 1.1 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING FIRE PROTECTION SYSTEM. 1.2 CODES AND STANDARDS: THE FIRE SPRINKLER PROTECTION SYSTEMS INSTALLATION, FLUSHING AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13 AND 24, AND ALL LOCAL CODES HAVING JURISDICTION. 1.3 PIPE THREAD PATTERN: ALL THREADS SHALL BE IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT SPECIFICATIONS AND NFPA 1963. 1.4 UL/FM APPROVAL: ALL EQUIPMENT, VALVES, COUPLINGS, HANGERS AND DEVICES SHALL BE APPROVED BY UNDERWRITERS' LABORATORY (UL) OR FACTORY MUTUAL (FM) FOR USE IN FIRE PROTECTION SERVICES. 1.5 LICENSURE. THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION CONTRACTOR 1.6 ALL FIRE PROTECTION WORK SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER 1.1 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE EXECUTION OF THIS WORK. 1.8 CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. 1.9 CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR MATERIAL. 2.00 BASIC MATERIALS AND METHODS 2.1 ALL PIPING MATERIALS SHALL HAVE A CORROSION RESISTANCE RATING (CPR) OF 1.0 OR GREATER 2.2 PIPE: 1V4 INCH OR SMALLER PIPE, AND ALL THREADED PIPING SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-53. If INCH AND LARGER PIPE SHALL BE BLACK STEEL, SCHEDULE 10, ASTM 1-135. 23 FITTINGS: SCHEDULE 40 BLACK STEEL PIPE SHALL BE JOINED BY MECHANICAL COUPLINGS, THREADED OR WELDED FITTINGS± SCHEDULE 10 BLACK STEEL PIPE SHALL BE JOINED BY ROLLED GROOVE COUPLINGS. COUPLINGS AND GROOVED FITTINGS SHALL BE VICTAULIC FIRELOCK. 2.4 HANGERS: ALL HANGER SPACING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-13. 2.5 SPRINKLER HEAD LOCATION: INSTALL SPRINKLER HEADS IN THE CENTER OF THE CEILING TILES FOR SUSPENDED CEILING APPLICATIONS. 2.6 GAUGES: PROVIDE GAUGES AND GAUGE VALVES AS REQUIRED BY NFPA 13. GAUGE SCALE SHALL BE 0-300 PSI UNLESS OTHERWISE INDICATED. 2.1 HYDROSTATIC TESTS: ABOVE GROUND AND BELOW GROUND PIPING SYSTEMS SHALL BE HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI PRESSURE OR AT 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE, WHICHEVER IS GREATER, FOR A PERIOD OF 2 HOURS. THE TEST PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE INDIVIDUAL SYSTEM OR PORTION OF THE SYSTEM BEING TESTED. THE SPRINKLER PIPING SHALL NOT HAVE LEAKAGE EXCEEDING THE AMOUNTS SPECIFIED IN NFPA 24. LEAKAGE QUANTITIES SHALL BE DETERMINED BY PUMPING AT THE SPECIFIED TEST PRESSURE FROM A CALIBRATED CONTAINER REPAIR LEAKING JOINTS AND RETEST AS NECESSARY UNTIL ALL SYSTEMS HAVE BEEN TESTED. TEST THE PIPING BETWEEN THE CHECK VALVE IN THE FIRE DEPARTMENT INLET PIPE AND THE OUTSIDE CONNECTION THE SAME AS THE BALANCE OF THE SYSTEM. 3.0 FIRE PROTECTION VALVES AND ACCESSORIES 3.1 BUTTERFLY VALVE: TWO INCH (2") AND LARGER IN LIEU OF GATE VALVE: 300 PSI GROOVED ENDS. DUCTILE IRON BODY, ASTM A536 GRADE 65-45-12± DUCTILE IRON DISC, ASTM A536 WITH ELECTROLE55 NICKEL COATING CONFORMING TO ASTM 8-133± STAINLESS STEEL STEM AND HAND WHEEL OPERATED WITH WEATHER PROOF ACTUATOR RATED TO 300PS1. (STEM SHALL BE OFFSET FROM THE DISC CENTERLINE TO PROVIDE COMPLETE 360-DEGREE CIRCUMFERENTIAL SEATING ON NITRILE SEAT.) VICTAULIC SERIES 105 AND SERIES 165 32 RISER CHECK VALVE: 2" THROUGH 8": BLACK ENAMEL COATED DUCTILE IRON BODY, ASTM A-53C6, GRADE 65-45-12. SHALL BE MINIMUM OF 2501=51 WORKING PRESSURE WITH NICKEL SEAT AND SINGLE DISC MECHANISM INCORPORATING A SPRING ASSISTED FEATURE FOR NON -SLAMMING OPERATION AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. INCLUDES UPSTREAM AND DOWNSTREAM PRESSURE TAPS DESIGNED TO ACCEPT A RISER CHECK KIT. VICTAULIC SERIES 111R AND SERIES 111HR 33 ZONE CONTROL VALVES: CAST FROM DUCTILE IRON CONFORMING TO ASTM A-53(o, GRADE 65-45-12 WITH INTEGRATED MODULE BODY CONSISTING OF A SHUT OFF VALVE, TEST AND DRAIN COMBINATION, FLOW SWITCH, AND PRESSURE GAUGE WITH WORKING PRESSURE OF 300PS1. 1) 1" THROUGH 2": FOR NFPA 13, 13D, AND 13R COMMERCIAL AND RESIDENTIAL REQUIREMENTS. VICTAULIC SERIES 241. 2) IV4" THROUGH 6": FOR NFPA 13 COMMERCIAL REQUIREMENTS. VICTAULIC SERIES 141M 3.4 FLEXIBLE DROP: VICTAULIC VICFLEX SYSTEM WITH OPEN -GATE SHALL BE USED TO LOC SPRINKLERS AS REQUIRED BY FINAL FINISHED CEILING, CEILING TILES AND WALLS. THE DROP SYSTEM SHALL CONSIST OF A ANNULAR CORRUGATED BRAIDED TYPE 304/316 Q STAINLESS STEEL HOSE PIECE, P NPT MALE THREADED ADAPTER FOR CONNECTION TO _ HEADER PIPING AND A Y" OR 3/4" NPT FEMALE ADAPTER FOR CONNECTION TO THE SPRINKLER HEAD. UNIONS SHALL BE PROVIDED ON BOTH ENDS OF THE FLEXIBLE HOSE 1- 2 FOR EASE OF INSTALLATION. VICTAULIC VICFLEX AH2 HOSE AND A52 BRACKET. 3.5 TAMPER SWITCH: SPST, NORMALLY CLOSED CONTACTS, DESIGNED TO SIGNAL VALVE IN OTHER THAN FULL OPEN POSITION. ACCEPTABLE MANUFACTURER: POTTER 3.6 FLOW SWITCH: VANE TYPE WATER FLOW DETECTOR, DESIGNED FOR HORIZONTAL OR VERTICAL INSTALLATION± HAVE 2 SPDT CIRCUIT SWITCHES TO PROVIDE ISOLATED ALARM AND AUXILIARY CONTACTS, 1-AMPERE 125-VOLT5 AS AND 0.25-AMPERE 24-VOLTS DG± COMPLETE WITH FACTORY -SET, FIELD -ADJUSTABLE RETARD ELEMENT TO PREVENT FALSE SIGNALS, AND TAMPER -PROOF COVER WHICH -SENDS A SIGNAL -WHEN COVER.JS REMOVED. ACCEPTABLE MANUFACTURER: SYSTEM SENSOR 3.1 ALARM BELL: 10" DIAMETER BELL WITH WEATHER-PROOF BOX, FACTORY -FINISH IN RED ENAMEL± 92DB MINIMUM. ACCEPTABLE MANUFACTURER: POTTER 3B INSPECTOR'S TEST AND DRAIN: TEST AND DRAIN SHALL BE PROVIDED WITH INTEGRAL SIGHT GLASS, INTEGRAL '/ INCH TEST ORIFICE AND POSITIVE POSITIONING OF HANDLE FOR OFF, TEST AND DRAIN OPERATIONS - AGF MANUFACTURING, INC. "TEST -N- DRAIN ". 3.9 FIRE DEPARTMENT CONNECTION: 1) SIAMESE CONNECTION: CHROME PLATED CAST BRASS, ANGLE BODY, TWO-WAY, SIAMESE CONNECTION. CONNECTION SIZES SHALL BE 4" OUTLET AND TWO (2) AND 2 2ll FEMALE INLETS, HAVING NH STANDARD THREADS, FOR THE CONNECTION SIZE INDICATED, AS SPECIFIED IN NFPA 1963. EACH INLET SHALL HAVE A CLAPPER VALVE, AND PLUG AND CHAIN. WHEN REQUIRED PROVIDE AN 18" HIGH CHROME PLATED BRASS SLEEVE AND CHROME PLATED BRASS SIDEWALK PLATE, WITH WORDS "STANDPIPE - FIRE DEPT CONNECTION" OR "AUTO SPKR - FIRE DEPT CONNECTION," OR "AUTO SPKR E STANDPIPE - FIRE DEPT CONNECTION" IN RAISED LETTERS. ACCEPTABLE MANUFACTURER OF FIRE DEPARTMENT CONNECTION IS GUARDIAN FIRE EQUIPMENT, INC. 3.10 SPRINKLERS: 1) UPRIGHT, PENDENT, AND SIDEWALL STYLES: WHITE FINISH IN SPACES EXPOSED TO VIEW± ROUGH BRONZE FINISH FOR SPRINKLERS IN UNFINISHED SPACES AND NOT EXPOSED TO VIEW. VICTAULIC NICKEL-TEFLON CORROSION -RESISTANT (VC250) COATING SHALL BE USED FOR EXTERIOR INSTALLATIONS. VICTAULIC MODEL V21 AND V34. 2) CONCEALED STYLE: ROUGH BRONZE, WITH PAINTED WHITE COVER PLATE. VICTAULIC MODEL V38 FIRE PROTECTION Si_�-_CIFICATIONS SCALE: NONE REVISIONS BY .f, �00 o�ti o N ti U 7 ti N E \`� U x v u �v U N .� ow Q� - °O 3 .c > 3 ti ►-� E ° U�2 ( w I C n va � • W I N om (� C -c � M c =FO y� 0 M Wm O J ,C Z Ci E0. 'kit 11118" % .� 0. Co 1 U Z O v) v C m J E >. Q in V o O 0 u- - LLJ -° o U U O N a� -C v Q 0 >-. m -C a N : Z 0 v J iJ L.L_ Date: 09. 06. 17 Scale: AS NOTED Project Mgr: SRH Drawn: RTS Job:' 15-025 Sheet FPO 7-..am 1 l 0 1ST 1=LOOR li FoIWTECTION PLAN SCALE: 1/8" - P-0" 5 � 6 n. $S n[j � ya 714 I COMBUSTIBLE CONGEALED SPACE ZF (ATTIC) SHALL BE SPRINKLED. PROVIDE FREEZE PROTECTION • PER NFPA-13:8.16.4.13 4" TO BACKFLOW PREVENTER COORDINATE RISER LOCATION 4" TO FDC WITH ELECTRICAL PANELS. • COORDINATE PIPE ROUTING WITH ELECTRICAL P,4NEL5. DO NOT o ROUTE OVER ELECTRICAL PANELS WOMEN'S //7F 1052 O • C RI AL � FOYER EL IFF 1m53 Ifd5 OFFICE n n OF iCE 1064 106 (DIST FLOOR PARTIAL MIREPROTECTION PLAN SCALE: 1/8" ■ I'-m" REVISIONS BY J / I I , ' � o N Ci. < _ h U Yz� E x u M . �. ' o � ro E Q00V ti 0 Er-CL M �M 1.3 W co �� co ro G 5o S 'n is M N �W yM L C� C` O > •O ,� ` o M Q O E W n� . ck� O� o O ; ` o Zcoo v. • ♦ o Z vo rn c J N U (n Lo C M O M m J E O Q V) -Op C U o ° v — LLJ -° O U N � v CL N Q O �• Q m .0 Q Z Q v LL- Date: 09. 06. 17 Scale: AS NOTED Project Mgr: SRH Drawn: RTS Job: 15-025 Sheet FP1 REVISIONS BY :f. ' �Go y M N UD UD � Lx. y m ti v x U b kr) V N • tf7 OJ a o Q00 � a � c N C� U ro 'V.2ri W+ V M 0 U � c0 '0 IA Cc u m M C L C� CQ > Q n AS =M � a W N o vp2 0 1., , U CDZ °o J N En LO '3 C M 0 M m J E N Q (n -Cal C 46 0 U O 0 LL- _ LIJ -° o U v v v, W m -C v m a� Q o >. 0 m t a z0-CN v J w Li Date: 09. 06. 17 Scale: AS NOTED Project Mgr: SRH Drawn: RTS Job: 15-025 Sheet FP2 r (DIUPRIGHT SPRINKLER DETAIL SCALE: NONE CON MET, .^___1, 11"1 rR TO SHUT-OFF VALVE WITH TAMPER BUTTERFLY VALVE WITH TAMPER SWITCH (VICTAULIC 105) SYSTEM SWITCH LOCATED ON SYSTEM RISER STYLE S22 CHECK VALVE (VICTAULIC -11-1) RISER ; ,UTLET TEE FLOW SWITCH (POTTER SIGNAL VSR) a 4. GHL INE GAUGE (0-300 FINISHED FLO a GRADE ® PSI) a a a .a c • d Y O Q .<q d O .Qq 0 FI..Va.► SPRINKLER MAIN AC O THRUST BLOCK 4 w b (PER NFPA 24) q a Z �- IQO _ G a -SEE CIVIL FOR SUPPLY (SEE SPRINKLER RISER DETAIL - CONTINUATION c. AMES IN -BUILDING RISER UL SYSTEM C-AJ-1291 -ONE MAX FIRESTOP SEALANT MIN. 2-1/2" METAL PIPE TYPE MAX. D IA. STEEL PIPE (6c;k 10 OR HEAVIER) 30" CAST IRON PIPE 30" COPPER PIPE KJ" STEEL CONDUIT (0o" EMT 4" 101 MET 4L PIPE THROUGH CONCRETE NE I FLOOR CONTROL RISER MODULE (VICTAULIC -141M) OF Iml rk.cl DRAIN (SEE SPRINKLER RISER DETAIL) NOTES: 1. FLOOR CONTROL RISER MODULE CAN BE MOUNTED IN THE HORIZONTAL OR VERTICAL POSITION 2. REFER TO VICTAULIC SUBMITTAL 10.9(o FOR ADDITIONAL INFORMATION. NOTES: 1. UNDERGROUND PIPING BY SITE CONTRACTOR TO EXTEND 1'-0" ABOVE FINISHED FLOOR IN BUILDING AT LOCATION SHOWN ON FLOOR PLAN. 2, PROTECTION OF PIPING INCLUDING ARCHING OF FOUNDATION WALL AND DEPTH OF COVER SHALL BE IN ACCORDANCE WITH NFPA-24. 3. PROVIDE STAINLESS STEEL IN -BUILDING RISER (EQUAL TO AMES IBR). PLASTIC PIPE IS NOT PERMITTED BELOW BUILDING. 101 INLE. 5UILDING RISER DETAILSCANONE I FLOOR CONTROL. RISER MODULE ONE I 3'-0" (MINIMUM) ^' ' " "' ""^ ' .00K VALVES IN OPEN 1' VALVE WITH TAMPER CH PER SWITCH (BY FIRE RI" I CONTRACTOR) IG)l15ACKFLOW F VENTER I SCALE: NONE CBY CIVIL DIVISION - FOR INFORMATION ONLY) VICTAULIC MECHANICAL-T OUTLET (STYLE 1322 FIRELOCK) 1" INLET NIPPLE STAINLESS STEEL FLEXIBLE ,,.BRAIDED H05E (I" NOMINAL DIAMETER)MINIMUM RADIUS PER FM �, MINIMUM RADIUS PER UL = 2" NOTES: 1. REFER TO VICTAULIC SUBMITTAL 10.65 FOR ADDITIONAL DETAILS. 2. REFER TO VICTAULIC SUBMITTAL 1OZ5 FOR MAXIMUM TOTAL BENDS. 3. MINIMUM RADIUS: FM = '1" , UL = 2" 4. A52 BRACKET TO BE USED. 0 I=LEXI5LE DROP DETAIL SCALE: NONE FLOW SWITCH TO ELECTRIC ALARM BELL 0-300 PSI GAUGE VICTAULIC SERIES -105--IV V V BUTTERFLY VALVE WITH TAMPER SWITCH. CHAIN AND LOCK IN OPEN POSITION (INSTALL A MINIMUM OF 1'-0" AFF.) VICTAULIC 009H COUPL IN& D21 FIRE RISER DETAIL SCALE: NONE ALL THREAD ROD 0 HER - STEEL SCALE: NONE TO SYSTEM L�� TO INSPECTOR'S TEST PROVIDE VICTAULIC SERIES -71-1 CHECK o VE O TO FDC — VICTAULIC SERIES -?I-IR WITH RISER CHECK KIT 2" MAIN DRAIN 2" MAIN DRAIN. PENETRATE WALL 8" AFF, AND PROVIDE 45° TURN DOWN AMES IN -BUILDING RISER TOP BEAM CLAMP ( UL LISTED / FM APPROVED) BEAM PROVIDE END OF BRANCH HANGERS WITH RESTRAINT TO RESIST UPWARD MOVEMENT PIPE HANGER SWIVEL RING (UL LISTED / FM APPROVED) REVISIONS BY f, I u �00 00 u CO �--• ti = E x V N ti > �I Eoc 3 ti 3 ti 0 E�ii N 1 t s. ti co wo co co 0 w �m w � UW y�M L N � > •` Q r Q� o M �Y O J L� E E Its 1111814;1 ems,.• `� V 01<1 •••••. OF * %#* (� U v) Z O LO ' C: to �_ O M m J E �. Q (N -Op • C:S o U O ILL. Ld 0 ° a� v � CL m � Q o °° CL mCI) � IV Z 0 v J L._ Date: 09. 06. 17 Scale: AS NOTED Project Mgr: SRH Drawn: RTS Job: 15-025 Sheet FP3 L' - --I- 3"5AN DOWN FF 2ND FLOOR, TC BELOW SLAB. 0 15t FLOOR - PARTIAL PLUM5ING PLAN SCALE: 3/16" = I'-0" PLUM51NG FIXTURE SCHEDULE LABEL FIXTURE W V GW HW DE 5C;RIPTIONS P-1 WATER CL05ET 3" 211 1/2 " - AMERICAN 5TANDARD %1016 WHITE ELONGATED HANDICAPPED HANDICAPPED Ib GALLON FLUSH WATER CL05ET OL50NITE'b5 WHITE SEAT, CP STOP AND SUPPLY. P-IA WATER CLOSET 3" 2" P - AMERICAN STANDARD "GADET" 03043.102, HANDICAPPED Ib GALLON FLUSH WITH OL50NITE S OPEN FRONT SEAT LE65 COVER, 5LOAN *1II FLUSH VALVE. P-2 HANDICAPPED 111/2" 2" 1/2" 1/2" AMERICAN STANDARD 00355,012 WALL HUNG LAVATORY LAV, ZURN Z-83144-GH FAUCET, 20 GAUGE GP P-TRAP LESS GLEANOUT, CR1912-A CP STOPS AND SUPPLIES. P-3 ELECTRIC 1 1i2 " 2 " Ii2 " - ELKAY LRPBGRNM(VnBK BARRIER -FREE 55 COOLER WATER COOLER RECESSED M-THE-WALL REFRIGERATION SYSTEM 165 DUAL -LEVEL GRILLE. IN -HERMETICALLY SEALED, RECIPROCATINrs TYPE, 115V., 60HZ, SINGLE PHASE, 2.8 FLA, 93 GPH OF 50'1` DRINKING WATER 9 10T ROOM TEMPERATURE. P-4 MOP 5A51N 3" 2" 112 " I/2 " FIAT M5B-2424 MOP BASIN WITH 830-AA SERVICE FAUCET W1 BRACKET 141GER,145355 STAINLESS STEEL STRAINER, VAC. BAKER i NM THREADED 5PW P- 5 EXAM RM. 1 112 " 2 " I/2 " 11/2 " ELKAY LRI51115" X 11%" STAINLESS STEEL SINK SINK COMPLETE WITH FAUCET AND BASKET STRAINER 1-1/2" 20 GAUGE CP P-TRAP LESS C.O., STOPS AND SUPPLIES. 15" X 15" X 6" P-6 COUNTER -TOP 11/2" 2" 1/2" 11/2" AMERICAN STANDARD "CADETl' 00419.444 LAVATORY 20" X 11" OVAL LAVATORY WITH ZURN Z-81104-P FAUCET, 1112" CP P-TRAP, STOPS 4 5UPPLIES. P-1 URINAL_ 2" 2" 3/4" - AMERICAN STANDARD 6501.010 "WASHBROOK" ID GALLON FLU514 URINAL. WITH 5LOAN 180-1 FLUSH VALVE. MOUNT AT HANDICAPPED HEIGHT. S-1 SINK -SINGLE 11i2" 2" 1/2" '/2" ELKAY PSR-IV8 19"x18"0i2" DEEP, 20 COMPARTMENT GAUGE -TYPE 302 SS SELF -RIMMING 51NK WITH DELTA 101-WDF-DST SINGLE HANDLE FAUCET. 18 GA P-TRAP, CHROME STOPS AND SUPPLIES. 11/2 HP GARBAGE D15Fll EQUAL TO IN51NKERATOR AT BREAK ROOM ONLY. EW4-1 ELECTRIC - - 3/4" 3/41I A.O. SMITH DEL-50, 50 GALLON WATER EWH-2 WATER HEATER HEATER 4.5 KW, 6211 VOLT, I PHASE, U1, LISTED AND A5HRAE W-A APPROVED, VB VALVE BOX - - 11/2" - RECESSED VALVE BOX WITH FRAME AND COVER EQUAL TO WATER TITE MODEL W9000. EW FAUCET MOUNT - - /2" - BRADLEY FAUCET MOUNT EYEWASH MODEL EYE WASH I 519-2008 AN5I115EA STANDARD Z358.1 COMPLIANT RCP REGIRCULATINCs - - - '/2" GRUNOF05 MODEL UPI5-255U,1/25 HP,115 V., PUMP 1 PH., RATED AT 6 GPM AT 5' HEAD. BRONZE, IN -LINE RIMP. ALTEI;NATES: TACO, BELL 4 G055ET. PLUMBING GENERAL NOTES: I. THE PLUMBING CONTRACOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING LOGATIONS, SLOPES AND INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOGATIONS AND CONNECTION POINT TO THE EXISTING HOT AND COLD WATER LINES. 2. WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB FITTINGS. 3. DOMESTIC WATER PIPING SHALL BE 'L' COPPER WITH 95/5 SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R. SMITH AT EACH FIXTURE GROUP, IN AGGORDANGE WITH THE FBG - PLUMBING. PVC AND CPVG PIPING IS NOT ALLOWED DUE TO RETURN AIR PLENUM. 4. SLOPE WASTE LINES 3" AND LARGER AT Ys"PER FOOT. LINES SMALLER THAN 3" SHALL BE SLOPED AT Y4" PER FOOT. 5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL ARMAFLEX OR EQUIVALENT INSULATION. 6. PROVIDE NEW ISOLATION VALVES AT ALL FIXTURES. NEW ISOLATION VALVES SHALL BE CHROME FINISH EQUAL TO BRASSGRAFT. 1. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS AND PERIPHERALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE - PLUMBING AND ALL OTHER APPLICABLE CODES, LAWS, STANDARDS AND ORDINANGES. 8. PLUMBING CONTRACTOR SHALL GOORDINATE ALL ROUTING AND PIPING CONNECTIONS PRIOR TO COMMENCEMENT OF WORK S. ALTERNATE FIXTURE MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY ARE EQUIVALENT AND MEET THE KIND AND QUALITY OF THE FIXTURES SPECIFIED. 10. PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL TO GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER FBC - FLUMBING TABLE 308.5. 11. TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR POTABLE HOT AND COLD WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 PSIG FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. 12, GLEANOUTS SHALL BE PROVIDED PER PLAN AND/OR AS REQUIRED TO PROVIDE A COMPLETE SERVICEABLE SYSTEM. CLEANOUTS SHALL BE SAME SIZE AS PIPE, FLOOR CLEANOUTS SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP. WALL CLEANOUTS SHALL BE EQUAL TO ZURN Z-1411-KC WITH STAINLESS STEEL COVER - f=LUM5ING LEGEND - SANITARY COLD WATER HOT WATER KEY PLAN 0 0 o n 0 o REVISIONS BY f, N o _p E �-+ 0 =ti E x cl C1.. / NO r- • u ci v G M ir w ir x� vi �a> ooOdor? ooO�ppppD d 00 -N ° ° o ° ° 5 0 o ° � 2-1 , 18 ° `� a° Vc411 OF °o® 0000000 C] 00 to M [— �,r)-0� mono E) E`` I' J m 0 o 010 N rU^od N�=°� w U U � Z O = J C14 LO '— C M O M m' J E >. o Q (n ° c V U `O 0 v O 0 � LLI � v cv� >> y rn °L m Q o >. m o. m cy- m C N Z O v J •_ LL_ W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet p 1 lu 1 �i- I � I I - - 3" - )1 P-2 I II jl� � � III III L- 1 I zt ,2 "CW - - 121/2 "CW FROM SITE WATER - P-lA I _ MAIN. REFER 4 COORDINATE - (- �, TON?CW DOWN- - - I ,Ist FLR CEILING AND 3" I/ I WITH CIVIL. 2"CW TO ABOVE 6i u I I CONTINUE 2 CW TO ABOVE 3 TO P-lA�, ` -� T � 2nd FLR CEILING. - 1/21H4CW TO o----i I I EACH LAv. - CW - - - - - — L �� I 'mot Ion_, _ 11/2 lICW _ 411 li fV \ P-6 I 10 ` -- I 211CW - - 11/2 ICW - 1/4„CW - - I"CU1 _- - - - 1_- _ IIICW = - - - - - T I 17 , I , 3/4"CW DOWN IN 31 IU UI u PI5 I WALL. SPLIT I/2" TO -- 4„ I EACH FIXTURE. � P-6 ' i I i_ 3"VENT UP TO ABOVE I 1 PIE, ` 31I I 2ND E T FLOOR CEILING. I 3 — — - - - _ II I /4 CW L E... UI P-6 ' 311 3/4 "H 4CW DOWN IN (Y / 1 �_ — — - I 3/4IICW �21CW r �' I WALL. SPLIT Ii211 t /.';M 0 °S / CW (- ' t� - - v I 7 �I I EACH FIXTURE. 107& ,C„47 U I 21/2 "H W -DOWN P-IA TO P-5. --------- �\I 3HPW -2\I 2111 "= 1 �W -_- IHWIIIHW ---r- �I�- --�-- -- IIIHW1"HW--- , 1IINWGW I GW /2"HWR 5 -- I - I - ----- ' ------ -- ---- /2 H � P-5 21I - - � � lie "HWR � I 1,2 °HWR I 4"SAN DOWN FROM I i U 2ND FLOOR I I � C r, - 1 , I 3u I i OR Ih✓ 0�0 1/2"H4CW DOWN I = TO P-2. I i I^' I, ir TO EWH 4E °HW1 FROM EWHCW - S-1 ' - -- ---- - ' CONTINUE 1/2 "H4CW TO MB. I UI 1 i I 2 "GW _. �1 I I II I 3 3" VENT UP TO ABOVE I I 2ND FLOOR CEILING. (Y' j I I G, - - - - - r� �I �I211 L' r 4 I ' 4116AN DOWN FROM 2ND FLOOR, TO ' BELOW SLAB. I ,� j P-5 411 I I3/4"H4CW DOWN IN I /2 CUJ I 3,4„� WALL. SPLIT 1/2" TO _ ' „ EACH FIXTURE. 2 H4CW =r I 3 ' I I I I, 1/2 "H 4CW DOWN El TO P-5. ----4 HW ' I P-I - =I P-I = I 3"SAN DOWN FROM F-- -- �' 4CW , 2ND FLOOR, TO I - I — - � I U BELOW SLAB. II I S-I P- ,I 3 i� 3 3, 3�� � - I 1/2 `1HW DlU 1/2 "CW _ E: /211 3"SAN DOWN FROM ` "" I SLI I I 2ND FLOOR, TO 1 II 3/ lIHW Pam- 2, CW 11 3 ,2 CWI 7 311 I _ — 1 Jf BELOW SLAB. I I 131,\ y 31, -- , - --1 "HIU-- j Y - - - _ - �2 "HW - 1 U 2 ' VENT UP TO ABOVE 2ND S-I ' D II 3" 31( 1 TO P-5. ' 4" I FLOOR CEILING. II I II 411 411 411 - 1 I - I � - I I 'ti •-CJ -I I 3ISAN DOWN FROM 'o-0 L jI II 2ND FLOOR, TO I J BELOW SLAB. V5 I ' J- - - r r� 3 vENT UP TO ABOVE I - ---- I j � ICI � I 2ND FLOOR CEILING.- - 3/41IH4GW DOWN IN I0o- L71 I I i I I V� 00000°i I 00000, I 0000) o 00000I o°000° 000000 00000. i -- WALL. SPLIT 1/2'' TO � I - III l EACH FIXTURE z' ' r1, � I 3/4IIHW I I --- 2 3 P75 P 5 --- 3/4IIHW - 3" -------PLS I/2 HW 2 -----_ ;W nCW I I — —34 uGW — — — I/2 nGW --71/2 11HW 70 P-DOWN 4„ I"CW - 3"VENT UP TO ABOVE 2ND FLOOR CEILING. 3"64N DOWN FROM 2ND 4" FLOOR, TO BELOW SLAB. GCO PLUM51NG GENERAL NOTES: I. THE PLUMBING CONTRACOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOCATIONS AND CONNECTION POINT TO THE EXISTING HOT AND COLD WATER L INES. 2. WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB FITTINGS. 3. DOMESTIC WATER PIPING SHALL BE 'L' COPPER WITH 95/5 SOLDERED FITTINGS. PROVIDE WATER HAMMER RR OR EQUAL TO JAY R. SMITH AT EAGH FIXTURE GROUP, IN ACCORDANCE WITH THE FBC - PLUMBING. PVC AND CPVC PIPING IS NOT ALLOWED DUE TO RETURN AIR PLENUM. 4. SLOPE WASTE LINES 3" AND LARGER AT Y8"PER FOOT. LINES SMALLER THAN 3" SHALL BE SLOPED AT Y4" PER FOOT. 5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL ARMAFLEX OR EQUIVALENT INSULATION. 6. PROVIDE NEW ISOLATION VALVES AT ALL FIXTURES. NEW ISOLATION VALVES SHALL BE CHROME FINISH EQUAL TO BRASSCRAFT. 1. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS AND PERIPHERALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE - PLUMBING AND ALL OTHER APPLICABLE CODES, LAWS, STANDARDS AND ORDINANCES. 8. PLUMBING CONTRACTOR SHALL COORDINATE ALL ROUTING AND PIPING CONNECTIONS PRIOR TO COMMENCEMENT OF WORK 9. ALTERNATE FIXTURE MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY ARE EQUIVALENT AND MEET THE KIND AND QUALITY OF THE FIXTURES SPECIFIED. 10, PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED ROD SUPPORt FROM StRUGTURE ABOVE EQUAL t0 GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER FBC - PLUMBING TABLE 3m8.5. 11. TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR POTABLE HOT AND COLD WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 PSG FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS, 12. CLEANOUTS SHALL BE PROVIDED PER PLAN AND/OR AS REQUIRED TO PROVIDE A COMPLETE SERVICEABLE SYSTEM, CLEANOUTS SHALL BE SAME SIZE AS PIPE. FLOOR CLEANOUTS SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP. WALL CLEANOUTS SHALL BE EQUAL TO ZURN Z-1411-KC WITH STAINLESS STEEL COVER PLUM51NG LEGEND SANITARY COLD WATER HOT WATER KEY FLAN 0 15T FLOOD' — PARTIAL PLUM51NG PLAN n SCALE: 3116" = I'-O" m D REVISIONS BY f� I� T ti V J - J - Q _ w w xzr��� v a > E- zz� >Qa,�.x �1 ocv r C0 00000ao 00000 0 o� o 0 G 0 O 0 �7 0 0 ° 2-13; 18 ° STATE OF P�OIf�9®� 0 o�BONAL���00000 U M Z m �F- 0 � y • M ^ U Q O N N O O p x0 N L� ❑ N IL N n D, c O c D mob N + N 1- p O uN D- v) vwrcJ t O a U � Z ° O p� v U N Ln .� CO M m J E U Q N -gyp C U .O U O 0 � W V v m L 0— ai 5 Q O C) m r- _ a a N z O J w LL- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drc,vn: BVD Job: 15-025 Sheet P 2 I I j 2"CW RISER UP FRI IST FLOOR. 11/21 012: 1 1 � I1 Z, T7u I --- 3/411HW - MB WITH EWH-2 ABOVE. 1"CW I -' I ' I II ^ P-6 I U 411 TO EWH 4 1"HW FROM EWH. I < I IZ, CONTINUE 11/2"144CW TO " I"HW ---__ p _- 11HW 203� r-----------------I HW----- -- -- ----- 41---------------- --- -- - ------- I 3/4'IH4CW DOWN IN //� 1 " I'CW ' 6 6 1 GW 2 I GW r ' - -I 3 .._.._.._. /2 HWR._— .. - - - - WALL. SPLIT 1/2" TO j , II = I _.._.._.._.._. _.._.._ P- P- r 1/2 "HWR J ( EACH FIXTURE. 3 ' --�- II- .. _. 3/4"CW DOWN IN a G- P-1 ' 1 ::T2 r- II - 2 HW 41' I _ I OPF WALL. SPLIT / TO \� I - -- � EACH FIXTURE, UI IU i I -i45,E I 20_ � 1=NAR1"14C`7" -. mom" P-IA = 1/21 - T� _ I -- / 11GW - CUJ 1 j I I f' 2 203, _ - 3''VENT I -- �- ----- 2" % P-I, P-I 31 IU 411 P-2 ' '!� I 7 FLOOD FROM 1 -_ IS R_ _ 1 3"VENT UP FROM I 4"SAN DOWN TO U ' IST FLOOR 15T FLOOR 311VENT UP FROM - /2"H4CW _ 1/2"H4CW DOWN IST FLOOR. �-, I/211HEGW I I DOWN TO I 1 - -- I DOWN TO TO P-2. j S-L- 111VW-_ - - - - - ---- 1"GW - -- - I Hui c 1 3/4 HW - -----_---_-----«--._----- - -_--------------- __ _ r- _-� 211 31 1 I J i J 1 _-_ _ 4� PI ' j _ - RECEPTION I I , 2005 I 3I/2 11H4cW DOWN / 4 H4CW OWN IN _I I I 1 II TO P-5, TYP. I/2 „GW WALL SPLIT /2 TO EACH FIXTURE. I 0 I- I 2" 3/411HW--t---I ' 311 1/2 1/21IHW - 3/4"H4CW DOWN IN 3/ "CW DOWN IN j �--------- — _ WALL. SPLIT 1/2" TO WALL. SPLIT 1/2" TO, i \ 1 - ---- I - I - 11 III 4-- Pi- 7- II 1 EACH FIXTURE. EACH FIXTURE. ® — . _ _ I _ - ® II 111 - - - - -� i - _.------5_-1 - - - 1_ —� � I ; � li I �- U 211 v,�13/4 CW P-S � J _j/2 "CW , I I V P-6 I i I I B V - 21 311 311 3/ 11HW ---_ /2 - 4 C� _ a1 _ P-6 3/411GW 112 H`44LU s/41IGW�00, I 311 � I _I - � I i fV ^ - - ' 1/2 HW --------- I� `�I I� 3 I/2"H�CW DOWN �I 3"SAN DOWN TO 1 _� TO P-6. r 211 =-1ST FLOOR.- _ U' 3"54N DOWN TO ' ' 3"SAN DOWN TO I/ IIHWR �� 15T FLOOR. 1211 15T FLOOR I 1 < _.._.._.._.._.._.._........ �_.._. 1 _. _.._.._.._.._.._.._.._.._ _.._.._.._.._.._.._.._.. __.._.._.._.._.._.._.._.._.._.._.._.._.._�_.._.._.._.._.._.._.._.._.._. I_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ _I_ 1 ._1 I 1 i. .. I I 1 P 5 I I S71 TO 4C2 DOWN L I \ i I� I- -; I P . - II/211HW 1Al- 1 1/2uH4GW DOWN 3/411GW DW L010 r EX 201 HW V 1 1 AN DOWN TO 1/2 ^ S I � 311C - - - --- �� � _ - 11�1�-------�,� �:�r�EC'��-.� �I I IST FLOOR. - 311SAN DOWN TO - --- I - - v I 3"VENT UP FROM Pry i 15T FLOOR i --- -� 16T FLOOR. ROUTE I 1 211 211 Pry 1 r { - -- 1 ' AWAY FROM ROOF ��---0 - - - - - - -- - IN U U LINE, THEN E P TH R I ROOF, i U� -2 1/2 1,211CW _j i I ---- -- -- -- --- PIA II 3 11/211H4CW DOWN _ 1/2IICW_ TO P-2. P-IA i I - 1/2"H40W TO aGu ' U 311 W41 T 1 N' -- - - EACH LAV. �_ I 2C44 I 1!1/2 "CW 112'CW -- 4' 1 2"CW EL.E/--7 R1C.=-._ I.T. RO01" O2ND FLOOR -PARTIAL FLU 51NG FLAN SCALE: 311111 = V-0" FLU` 51NG GENERAL NOTES: 1. THE PLUMBING CONTRACOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOCATIONS AND CONNECTION POINT TO THE EXISTING HOT AND COLD WATER LINES, 2. WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB FITTINGS. 3. DOMESTIC WATER PIPING SHALL BE 'L' COPPER WITH 95/5 SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R. SMITH AT EACH FIXTURE GROUP, IN ACCORDANCE WITH THE FBC - PLUMBING. PVC AND CPVC PIPING IS NOT ALLOWED DUE TO RETURN AIR PLENUM. 4. SLOPE WASTE LINES 3" AND LARGER AT Ya"PER FOOT. LINES SMALLER THAN 3" SHALL BE SLOPED AT Y4" PER FOOT. 5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL ARMAFLEX OR EQUIVALENT INSULATION. (o, PROVIDE NEW ISOLATION VALVES AT ALL FIXTURES. NEW ISOLATION VALVES SHALL BE CHROME FINISH EQUAL TO BRASSCRAFT. 1. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS AND PERIPHERALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE - PLUMBING AND ALL OTHER APPLICABLE CODES, LAWS, STANDARDS AND ORDINANCES. 8. PLUMBING CONTRACTOR SHALL COORDINATE ALL ROUTING AND PIPING CONNECTIONS PRIOR TO COMMENCEMENT OF WORK, 9. ALTERNATE FIXTURE MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY ARE EQUIVALENT AND MEET THE KIND AND QUALITY OF THE FIXTURES SPECIFIED. 10, PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL TO GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER FBC - FLUMBING TABLE 300.5. 11, TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR POTABLE HOT AND COLD WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 PSIG FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. 12. CLEANOUT5 SHALL BE PROVIDED PER PLAN AND/OR AS REQUIRED TO PROVIDE A COMPLETE SERVICEABLE SYSTEM. CLEANOUTS SHALL BE SAME SIZE AS PIPE. FLOOR CLEANOUTS SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP. WALL CLEANOUTS SHALL BE EQUAL TO ZURN Z-1411-KC WITH STAINLESS STEEL COVER FLU` 51NG LEGEND SANITARY COLD WATER HOT WATER KEY FLAN D In rj 13 REVISIONS BY �f i V. - �zw- Q 0 ��?c5E-�U) rz w �oa�x W Y_ ID r% v W Cc coZ�C^� �p0000 ao 0000O�00 0 0 0 a P 5o 0 0 o 2-1� 18 0 STATE OF o °o o °o 0 40�®� 000 ����ooaaa0000 U w n Z m clj cclj _ (A ,.3 W . N D�m�� o vo QDO U N2 �L 0 Ln ,-6 o� C^ o C t � w U L �O U � Z o C J N `n c •� O M M m 4) Q N C U •0 Lj O 0 F _ LiJ L 0 a Q O � 0 m -C 31:_ a m C N zoo J w L.L. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet P3 U� F � 1/211GUJ P-lA 1/2 "CW P-IA 12 1/2 "HdCW TO o--� —' 11 U 3 I EACH LAY. GW 11,211CW I - , ,..,7-\ �4 111/21I Imo- _. --�- 3/4IIHW - il/2„ 411 I I L _ P-6 - I _ 311 a I _t1 1/2 "H dCW DOWN TO P-2. 2 "CW_ F 2"CW RISER UP FROM IST FLOOR Cr L _� 1/2 11CLU I I � 2054 —•—.—.— —I uI =' 3" 0I 3/4ul�dGWDOWNfN r-IG�l1S� ` I WALL. SPLIT I/2n TO MB WITH EWH-2 ABOVE. I"CW - - , 2,a45 I, _ I __ - - — Eac�l FIXTURE. t0 EWH d 1 "HW FROM EWH. CONTINUE 1/2"HdCW t0 MB. -r� I IIII IIII !IIII IIII 11 IIII 1I IIII 211 _ - I 311 1/21IHWR -- _ _3'41I/`III /1W 11/2"CII- - 1/21I/`III- a-6 1"G2J I _..__.._.._.._.._.._.._.._-..- -._.._-.._.. - - I"GPW III —/z" 34 am- II 211 �F.:r-0- 'HL 05P-6 2 2- I,z.ICW P-I Iz I 3 t- ----------- � I2"/zZUP-6 4 rui P-1 P-I SOOR I HW--3„ U411 P-2 3VENT UP FROM IT FL I - S V5 1 3/4 "GW DOWN 1N� - - - i f d - - '" 4'ISAN DOWN TO 15T FLOOR, I I �� =I WALL. SPLIT 1/2" TOI I z 1/2"HdCW DOWN I) EACH FIXTURE. ICI TO P-2. ' 3/4 11 - ' - --II'CW- I/2 IINUJ 1 _CW� J P-6 - 3/4"HdCW DOWN -- 20 4"SAN DOWN TO 3" 3"VENT UP FROM WALL. SPLIT 1/2" TO IST FLOOR. IST FLOOR EACH FIXTURE ' I �I P-1 ' u _ 41I 211 II 2" -I r I 1111 -- ------1 --- /4 IIHLU -I O 0, ' P-5 N I Imo. 207 201/o I T05?4CzE ' CHtC<-CUT - L - I i ,, IIHW ------I------ ��, : I I 3"5AN DOWN TO . 1 dal f Li' ST FL j ^ -1 _ OOR. - W r - I ' I P-1 'z HL 3/43/4 HW P-1 3/4IIHW r�-, 3/4uC((� I- 3/41IGU 3411G�1 3 " I }W IIX- ' , I /4 P-S,- ' 311 31I ' 311 P 31.._\H 311 I/2 "GL 3/41CU� I _ I 3" -I � I � 1/2"HdCU DOWN �_„ � u , 2 I ' 3"VENT UP FROM uI I/2°IHdGW DOWN . - I U I 2 1 , I I I I IST FLOOR =� TO P-5, TYP. TO P-6. I _1/2 "HdCW DOWN ' \ _ II 1 P TO P-6, TYP. -- 12 I 16T FL DOWN TO._.._.._.. I.._.._.._.._.._.._.._. I I ' 3/4 C ' - I C L� _.._.._.._.._.._ _I-!._.,_..IST ..... J i i /4 _/2 W I , I I � I/2 "HdGU DOWN �3 1/2 FEW I ---,,\ I- - _ �I ,* _ - 1/ "H4CW DOWN ----------- — - z I r 3/4 "CW / CW I _ ---- I2n , F�Ir' - Y SAN DOWN TO S11 1ST FLOOR 3"VENT UP FROM 15T FLOOR ROUTE Pt5 ; P 15 AWAY FROM ROOF --_ 2 1 i 31 3" I__ L. 211 L . �- LINE, THEN UP THRU o-----------O I ROOF. L-: i/2 "HdCW DOUN 3/4"H4CW DOWN IN --IL _ B - TO P-5, TYP. 3"VENT UP FROM WALL. SPLIT I/2" TO 15T FLOOR EACH FIXTURE. - ----- -J 3"SAN DOWN TO T IST FLOOR 1/2"H4CW DOWN TO P-5, TYP, O2ND FLOOR - PARTIAL FLUM81NG PLAN SCALE: 3/lro" = 1'-0" FLUM51NG GENERAL NOTES: I. THE PLUMBING CONTRACOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOCATIONS AND CONNECTION POINT TO THE EXISTING HOT AND COLD WATER LINES. 2. WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB FITTINGS. 3. DOMESTIC WATER PIPING SHALL BE 'L' COPPER WITH 95/5 SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R SMITH AT EACH FIXTURE GROUP, IN ACCORDANCE WITH THE FBC - PLUMBING. PVC AND CPVC PIPING IS NOT ALLOWED DUE TO RETURN AIR PLENUM. 4. SLOPE WASTE LINES 3" AND LARGER AT Ya"PER FOOT. LINES SMALLER THAN 3" SHALL BE SLOPED AT Y4" PER FOOT. 5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL ARMAFLEX OR EQUIVALENT INSULATION. 6, PROVIDE NEW ISOLATION VALVES AT ALL FIXTURES. NEW ISOLATION VALVES SHALL BE CHROME FINISH EQUAL TO BRASSCRAFT. -1. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS AND PERIPHERALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE - PLUMBING AND ALL OTHER APPLICABLE CODES, LAWS, STANDARDS AND ORDINANCES. 8. PLUMBING CONTRACTOR SHALL COORDINATE ALL ROUTING AND PIPING CONNECTIONS PRIOR TO COMMENCEMENT OF WORK. 9, ALTERNATE FIXTURE MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY ARE EQUIVALENT AND MEET THE KIND AND QUALITY OF THE FIXTURES SPECIFIED. 10. PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL TO GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER FBC - PLUMBING TABLE 308.5. 11, TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR POTABLE HOT AND COLD WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 P51G FOR 24 HOURS, SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. 12. CLEANOUT5 SHALL BE PROVIDED PER PLAN AND/OR AS REQUIRED TO PROVIDE A COMPLETE SERVICEABLE SYSTEM. CLEANOUTS SHALL BE SAME SIZE AS PIPE. FLOOR CLEANOUTS SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP, WALL CLEANOUTS SHALL BE EQUAL TO ZURN Z-1411-KC WITH STAINLESS STEEL COVER FLUM51NG LEGEND SANITARY COLD WATER HOT WATER KEY FLAN ri 13 0 .f, x O C N �---� - w, c • _ � r 0 3 3 r-3 �� o Sti . �___• ^ ti cL N M uzw� M E- 0 E--� 0 Pr' C7 E- E U) �.zz�x�. ZE a o, 1¢ p000 00000 Qo00Q 0 G ° ODDD�� o0 . P 5 % 0 ° e 2-1 18 ° o �i � o �oAoo ° 0® �i/ D ® D 00 �o®��ao0 U na Z 0 ` Q Z O N O / x O 'o a ❑ N 1 •O u- J Na�o D-7 a 0 LI.u,� � (n W c s O a U .D Z °o rn J of N (n LO .� C M O M m J E m Q V) -gyp C 2 U .O U O 0 — Ld 0 v m a m O >% 0 Q m r- _ a m CY_ C fV Z O J w LL. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet P 4 Ist FLOOR WATEFORDEMAND DDDDEDD ULE FIXTURE CW FIXTURE UNITS EACH HW FIXTURE UNITS EACH FIXTURE UNIT TOTAL EACH QUANTITY EACH FIXTURE UNIT TOTAL -ALL WATER CLOSET - TANK 5.0 -0- 5.0 8 40 WATER CLOSET - FLUSH VALVE 10.0 -0- 10.0 3 30 LAVATORY 1.4 1.4 2.0 14 26 URINAL 5.0 -0- 1 5.0 1 5 WATER COOLER 25 -0- 25 1 25 EXAM ROOM SINK 1.0 1.0 1.4 28 392 MOP BASIN 2.25 2.25 3.0 1 3 SINK 1.0 1.0 1.4 1 9.8 TOTAL FIXTURE UNITS 155.25 TOTAL GPM 55.9 REQUIRED WATER LINE SIZE: 2" 2nd FLOOR WATER" DEMAND t"Orl'EDD UL FIXTURE OW FIXTURE UNITS EACH HW FIXTURE UNITS EACH FIXTURE UNIT TOTAL EACH QUANTITY EACH FIXTURE UNIT TOTAL- ALL WATER CLOSET - TANK 5.0 -0- 5.0 10 50 WATER CLOSET - FLUSH VALVE 10.0 -0- 10.0 3 30 LAVATORY 1.4 1.4 2.0 16 32 URINAL 5.0 -0- 5.0 1 5 WATER COOLER .25 -0- 25 1 25 EXAM ROOM SINK 1.0 1.0 1.4 24 33.6 MOP BASIN 2.25 2.25 3.0 1 3 SINK 1.0 1.0 1.4 1 9.8 TOTAL FIXTURE UNITS 163.65 TOTAL GPM 51.1 REQUIRED WATER LINE SIZE: 2" OVERALL WATER' DEMAND Du"HEDULE- FIXTURE CW FIXTURE UNITS EACH HW FIXTURE UNITS EACH FIXTURE UNIT TOTAL EACH QUANTITY EACH FIXTURE UNIT TOTAL - ALL WATER CLOSET - TANK 5.0 -0- 5.0 IS 90 WATER CLOSET - FLUSH VALVE 10.0 -0- 10.0 6 60 LAVATORY 1.4 1.4 2.0 30 60 URINAL 5.0 -0- 5.0 2 10 WATER COOLER 25 -0- .25 2 .5 EXAM ROOM SINK 1.0 1.0 1.4 52 12.8 MOP BASIN 2,25 2.25 3.0 2 6 SINK 1.0 1.0 1.4 14 19.6 TOTAL FIXTURE UNITS 318.9 TOTAL GPM 55.18 REQUIRED WATER LINE SIZE: 2.5 WATER HAMMER ARRESTOR EQUAL TO PRECISION PLUMBING PRODUCTS MODEL WITH (SWEA' BRAN( MAIN PPP SIZING CHART FIXTURE UNITS SIZE (SWEAT) PART NUMBER 1-11 112" SWA-500 12-32 3/4" SWA-150 33-60 1" 6WA-1000 61-113 1'/4" 6WA-1250 114-154 11%" 5WA-1500 155-330 2" SWA-2000 DROP TO PLUMBING FIXTURES NOTES: I. PROVIDE A WATER HAMMER ARRESTOR ON EACH HOT WATER AND COLD WATER DROP. 2. ARRESTORS SHOULD ALWAYS BE INSTALLED SO THAT THERE IS AN UNOBSTRUCTED SHOCK PATH TO THE ARRESTOR 3. ARRESTORS SHOULD ALWAYS BE PLACED AS NEAR TO THE SOURCE OF SHOCK AS POSSIBLE. 10 1 WATER HAMMER ARRE5TOR, DETAIL SCALE: NONE 10 1 WATER DEMAND SCEDULES I SCALE: NONE _ ALL VENTS THRU ROOF SHALL BE A MIN. OF 10'-C" FROM ALL O.A. INTAKES. z TURN FLASHING DOWN INTO PIPE (MINIMUM 2") VENT STACK (V.T.R) 4 LB. LEAD FLASHING - - - -- -- RISER CLAMP. ATTACH TO BUILDING STRUCTURE. ROOFING SYSTEM. REFER TO ARCHITECTURAL DRAWINGS AND/OR FIELD COORDINATE. _ -- PLYWOOD DECKING --WOOD TRUSS OR OTHER BUILDING STRUCTURAL SYSTEM. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. NOTE: USE EXISTING VENTS THROUGH ROOF IF EXISTING AND IN GOOD CONDITION. REFURBISH AS REQUIRED. 0 VENT THRU ROOF DETAIL SCALE: NONE ALL THREADED HANGER ROD LOCKING NUT SUPPORT NUT HEAVY DUTY CLEVIS HANGER INSULATION WITH VAPOR BARRIER (HW PIPING ONLY) PIPING 18 GA. GAL V'D STEEL SADDLE MIN. 3 TIMES 1/2" 0 ALL THREADED PIPE DIAMETER HANGER ROD INSULATED PIPE WITH SUPPORT SADDLE STANDARD PIPE STRAP RUBBER ISOLATION PAD LOCKING NUT UNISTRUT CHANNEL 1-1/2" x 1-1/2" MIN. SUPPORT NUT W/WASHER OIFIFE , 4ANGER DETAIL SCALE: NONE HEAT TRAP (TYP) HOT WATER SUPPLY TO FIXTURES 1" DRAIN TO FLOOR - DRAIN OR EXTERIOR WALL SHELF, METAL - STUDS W/ PLYWOOD DECK, SUPPORT BRACKETS E 3/8" THREADED RODS TO STRUCTURE. TWO GALLON EXPANSION TANK EQUAL TO THERM-X-TROL. RELIEF LINE TO FFD COLD WATER SUPPLY T4F RELIEF VALVE 71111 A"" /I ; Ak F.) RECIRG LINE RECIRC PUMP DIELECTRIC UNION GATE VALVE DRAIN VALVE SAFETY PAN - 1-1/2" DEEP GALVANIZED OR PVC AS PER LOCAL CODE. - PROVIDE VACUUM RELIEF IN ACCORDANCE WITH CODE. - PROVIDE THERMOSTATIC MIXING VALVE AT WATER HEATER SET AT 100 DEGREES F. FOR CODE COMPLIANCE ON WATER TEMPERATURE CONTROL. OWATER HEATER DETAIL SCALE. NONE REVISIONS BY .j 00 00 C:J U E v 3 ti E x o o ti v 3 3 ti 3 M �--.� x a� w I o0opoa0o 0000 0 e o o.00 0 � o ® ®^o .o o 000 . CC N� C O 0 0 0 .0P 5 0 0 0 o 2-1 18 o °o 90000 U �00 1 O.f �,ii Z m cNv Q M O N N li n ! ILL -eM O r i U N Q) Om O o c r O C - w U L �O Z v -U LO •� C M O M m J E >. m Q .N C V � � U 0 0 U O 0 ti W 0 m ° �' N L a. Q O >• C) 0D a � C N Z v Q J W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet P5 V-G I 1 3"VENT UP TO II 13 V ABOVE 2ND 1 FLOOR CEILING. .01 . l \\12 III/q 5 r\ I \\ I \\ I \\ 1211 \ I \\TI \ I \\ 211 I \ \ I \\\Ily I \ y \ I \\ Ile V-F I II� II \ \ 211 12 I Z /. I 1 I Iy I 1311V �. 3"VENT UP TO \\\ 1 ��. 3 ABOVE 2ND P•5 I.2'1 121, y FLOOR CEILING. ^ 3„ I�/� P,b 31j1� 3" 2' P,5 1�.211 /' j " off/ X I . I 1 � I 1 1�2 �/� `\3`y I ol.' 1 �- 3" 1 2" IV .0, I j2'1 3"SAN DOWN 31'q-0X ��X\3`y ��.'/ j2'ly 21P,b 311 121'�/ '�/.'r FROM ABOVE. �/ 1 / 11/2' -5 I A11 1 i' 1 1211y \\ i �' �111JP I i vS 1 1 13"5AN DOWN \\\Ily I liz11 k 1 P-5 r \ J1j\, 12,1y \\\ �n 1 j1� IFR,/OM ABOVE.T 5\T 12 li/III I �\V\\31y i I P,IA 3 1�/X11 I \ �i 1� y 1 2 I 1' Y P, I I `v�\ � .0;- \\ �\ I I I `/ I �,21j 21' 2" _ ( `II'2' II �'' I 1'Y 12 /�. i 12 1 • p,5 12 311 \\\\ P'1 31111 3"5AN DOWN I y FROM ABOVE. 1�'Z'' 311 1 311 \\ \ �II S 311 I /� II I rx, V I P.I • i� I�/y11\\` 1�.2,1 I o,51 `IJ I 4"SAN DOWN FROM ABOVE. 2' 12"� S-F P'S 1 1 1,V I 1 12 4" it 3"5AN DOWN g11VENt UP t0 5,1 I�/� 3" FROM ABOVE. ABOVE 2ND FLOOR CEILING. V-D � i"�, 13"V eoe I . I 3"SAN DOWN FROM ABOVE. O1ST FLOOR SANITARY RISER SCALE: NONE 3"5AN DOWN FROM ABOVE. 13"VENT UP TO \ I ABOVE 2ND \\ IFLOOR CEILING. \\\ 1 I 1211v I I I 3"VENT UP TO n A 2j1 e \ ABOVE 2ND 1 11 I ��/' 1 \\\21, FLOOR CEILING, I `\ 3 I N. . \ V-C 12''� 1311V .' 1 5-c 5V 1 P,1 1�/211 P 2 5 31 I h ' r\ 3"VENT UP TO ABOVE 2ND P I 1' FLOOR CEILING. 1211\. 3 - 2" 311 31\\2"y V-B 3115AN DOWN Y b I I \ I FROM ABOVE. 4" 1311V 311VENT UP TO ABOVE 2NDI �C\ I I 211 1 FLOOR CEILING. 11 \� �V-A 11/2 11 1�/2 ,5� `\\ /il'/ S-B 4"6AN DOWN P FROM ABOVE. \ 1311y 5,1 1 211y 111/2 P,b\\\II` 3 �j1 ' ��/ i�l'�/ 211 I I\ 1 311 121, \ • I I 12vy 5-A 1 \\\\\ P,51 I `\\ \ /oe 1 1�/211 I 1 \ Y 211\\� I� 3"\\—.3"5AN DOWN 1211 b" \�y '2" P _ FROM ABOVE, tz 311 1 y 311 ,5 1 - I I/2 it 1 1/2 til P-5 311 P�5 P`5 REVISIONS BY Is.. El N n � cxJ .� N • V 0 Lr; O U N i Q ti > < 0-0 - C' ti L 3 1` 3 N ti E�� .� �Cn • 11 � x L�hE -a a I pppp0000 00000 C0 P 5 0 0 0 0 2-1 18 '0'. Svi OF ®.� P� o ® 000 0 0,�� 00 Ao C] 00 n Z m N� I� — C4- Cq _. nor- o p N m Z Q (n O I\� V P 'O O d L0 '� 1J mC' 11 M CV N 0 Ln� OW N y r- U a� U � Z O c J C-4 O M m J E �. 0 Q v) ._ U •L 'o U O a .o W O > H H r o a. o >. Q 0 m a Z � C N O v J W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet P6 -I- / le e / TN. i 2n�/ V-G I N. %, / // I 1 \\ i.y/ 3"5AN DOWN TO 1ST FLOOR a 0 2NE) FLOOR SANITARY RISER SCALE: NONE 3"5AN DOWN TO IST FLOOR S,I 211 . rL 5-G 3"5AN DOWN TO IST FLOOR S,I .5 / I 12''� .01 3"5AN DOWN TO IST FLOOR / 1 \311 \`\ I V-F`�`V 1211 I P, 3"VENT UP FROM I 6 I�, ) ` I II.211 IST FLOOR ►i,2„ i \\\11itj � \ lz p, / 3 / IN� 3ii6 3 IV1" i� / 411 r{, 5-E 4"SAN DOWN TO IST FLOOR =NT UP FROM i =LOOK 112' �i I I I \\ V-E 3" VENT UP FROM IST FLOOR I \ ' 3"VENT UP FROMj�1I 15T FLOOR I ` I /1 32, 0001 /^\ 3" 3"VENT UP FROM IST FLOOR S-C I I I 4" fi.is-D I T\ 2"y I I "�/ I 4"SAN DOWN TO 3"SAN DOWN TO 2"� I `\\ ,, 12 I 1 12 1 �`\3"� IST FLOOR IST FLOOR 1 I .\ 3 I 1 P'61 I1211 /y' S I `\ \211 N. I 1211 `\ V-A �`\ 3ll p•5 1 \1 3"VENT UP FROM 15T FLOOR 3" P,5 i2� 3" 3"SAN DOWN TO 1ST FLOOR 3"SAN DOWN TO IST FLOOR I REVISIONS BY n 00 M u U J 1--�r � T ti U p . U . O U N Li • U Q ~ 3 ti 3 � N M h� x U ro w OD�pp00 000a o0o0 o° p 5 0 ° 2-1 18 ° ° o a o ®�o° ��O 9®h ®00 �0 0000 U 00 ( M Z m N — �� - �0�mz f j LL 0 'c m 1 ' � 00 LL N 00 Il N p lm� N .� 0 G r T O ,0 O T� � Co Z ° c C-4 ._J U y L •' C M G M m v U_ O U O UZ W 0 m V m N c a o >. Q 0 m a � C N Z ILL.W Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet P7 I 1-1 myl'T HVAC LEGEND CEILING SUPPLY DIFFUSER CEILING RETURN CEILING EXHAUST FAN THERMOSTAT O SMOKE DETECTOR WD VOLUME DAMPER RIGID DUCT FLEXIBLE DUCT FLOW DIRECTION—® LINEAR SUPPLY GRILLE I I Ill' Ll I i i I I i II III I i� i I I l F-2 D/20011V - I f A4/20018"m I 44/200/8"� ('_) IT H 14- LUG IEN'� - 10x10 '+ i i 200/10.I 4 D/200/ 0 I i i '44 )00/ "� 25G - 00, A4/ -- _- - 0 ✓Av-BI C05/6 0 I 10x12F- _7 { G L 1412 V-� - -- 1 — A A - IV-) - e 18x10 _- VAV I — - A�n1 i A /125/8 - - 6 -- ° 6 It-- 0xl© 6 6 d z 36x22 _5/ - - N 2 18" F-2 _ = �— ° Lf- ° -- - - v V-B� A4� 100/r� — 1 LJ - — /200/104 j- -,. 101110 ,� T 4t � J II II alp %m _ - - - II II _ I I 200/10"O D/200/101 ITz I l J �i I AV -A 4/150/8"m e - - 4/12 /8 D/200/10"� D/200/10" 4 - 10110 -- L�L ' ✓ -7;20xl.,'g. P OVIDOPPOSED BLADED PE / 0 / 44/150/8"0 II20x12 . _all — 14x12 100D 8 - vAv-A6-- isx10 VAV A5myyff D1100/8"0 D/100/8"m N p--ila"m = - - -- -- - - 4110 2110 --- - -� 12, L4/J " o U J 36x24 _. I I — — . L -- - 44/150/8"o _ � t T _ . I I A4r200/8"0 10110 - - -- - -- 0110 1 2X12 14x;2 D II0 low /-- 1 A /150/8"o- t`I I - I` , T oI. , uJ - - - o,ST FLOOR - PARTIAL 1IECHANf CAL PLAN SCALE: 3/16" = 1'-0" OUTSIDE AIR CALCULATION: OFFICE OCCUPANCY: NET OCCUPIABLE SPACE (N.O.5.) = 4591 SQ. FT. MAX. OCCUPANCY = 106 PERSONS CALCULATION: (N.0.5. X .010) + (OCCUPANCY x 5 CFM/PERSON) = REQUIRED C (4591 X .06) + (100 x 5 CFM/PERSON) = 815.46 REQUIRED CFM. OUTSIDE AIR PROVIDED: RTU -1 - 850 CFM TOTAL: 850 CFM - IN COMPLIANCE. HVAC GENERAL NOTES 1. DUCT SIZES ARE CLEAR, INSIDE DIMENSIONS. VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO FABRICATION OR INSTALLATION. ALL NEW DUCTWORK SHALL BE GALVANIZED SHEET METAL WITH 2" 3/4 LB. DENSITY FOIL FACED EXTERIOR INSULATION WITH AN "R" VALUE OF 4.2. ALL JOINTS SHALL BE SEALED WITH MASTIC. ROUND EXHAUST DUCT SHALL BE SINGLE WALL ROUND SPIRAL OR SNAP-LOK DUCT. EXHAUST DUCTS DO NOT NEED TO BE INSULATED UNLESS REQUIRED BY LOCAL ORDINANCE. ALL DUCT SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA REQUIREMENTS. 2. ALL BRANCH CONNECTIONS SHALL BE CLASS ONE FLEXIBLE DUCT WITH A MANUAL VOLUME DAMPER INSTALLED IN THE COLLAR AT THE MAIN TRUNK FOR BALANCING PURPOSES. 3. PROVIDE FIRE DAMPERS AT ALL PENETRATIONS OF RATED WALLS. REFER TO DETAILS ON SHEET M2. 4. THE HVAC CONTRACTOR SHALL SURVEY SITE PRIOR TO BIC SUBMISSION TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS, LOCATIONS AND THE SCOPE OF WORK. 5. EXISTING VAV BOXES SHALL BE VERIFIED FOR PERFORMANCE DURING TEST AND BALANCE. 6. DEVIATION FROM MATERIALS, METHODS, OR PROCEDURES SET FORTH HEREIN MUST BE APPROVED, IN WRITING, BY ENGINEER PRIOR TO SUBMISSION OF BID, ORDER, FABRICATION OR INSTALLATION. 1. ANY AND ALL QUESTIONS AS TO THE INTENT OF, OR PROCEDURE SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF PLANS SHALL NOT JUSTIFY ANY GLAIMS OR EXTRA COMPENSATION. 8. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES, AND ORDINANCES. 9. THE HVAC CONTRACTOR SHALL COORDINATE ALL EQUIPMENT, DUCT, E DIFFUSER LOCATIONS AND CLEARANCES WITH ALL OTHER TRADES ON PROJECT, IN PRE -CONSTRUCTION MEETING, PRIOR TO ANY ORDER, FABRICATION, OR INSTALLATION. 10. COORDINATE WITH THE BUILDING MANAGER ON THE APPROVED HOURS FOR WORK TO BE DONE AS WELL AS OTHER SPECIFIC REQUIREMENTS PERTAINING TO THE BUILDING HVAC 5Y5TEM(S). 11, SUPPLY DUCTWORK SHALL BE CONSTRUCTED, FABRICATED, AND INSTALLED IN ACCORDANCE WITH SMACNA REQUIREMENTS FOR A I" POSITIVE STATIC PRESSURE CLASSIFICATION. 12. COORDINATE WITH THE BUILDING MANAGER ON TAPS INTO MAIN SUPPLY DUCT FOR NEW VAV BOXES PRIOR TO COMMENCEMENT OF WORK 13. THE MECHANICAL CONTRACTOR SHALL RETAIN THE SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY TO TEST AND BALANCE ALL HVAC, SYSTEMS AND DEVISES IN THIS PROJECTS SCOPE OF WORK. FINAL VALUES SHALL BE WITHIN TEN PERCENT OF L15TED DESIGN VALUES. SUBMIT REPORT TO THE ARCHITECT AND ENGINEER FOR REVIEW. PROVISIONS SHALL BE MADE FOR ADJUSTMENTS AS DEEMED NECESSARY BY THE ENGINEER. TESTING AGENCY SHALL BE AABC OR NEBB CERTIFIED. KEYED NOTES: O ONEW RUSKIN EME63250 12x18 LOUVER WITH PLENUM BOX FOR CONNECTION OF EXHAUST DUCTS. COORDINATE WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. ®NEW RUSKIN EME6325D ISx18 LOUVER WITH PLENUM BOX FOR CONNECTION OF EXHAUST DUCTS. COORDINATE WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. ® SUPPLY 4 RETURN DOWN DUCTS FROM RTU-2. ROUTE RETURN DUC- TO JUST BELOW FLOOR JOIST WITH 1/4"xi/4" HARDWARE CLOTH END CAP, PROVIDE SURFACE MOUNT FRAME FOR INSTALLATION IN GYP CEILING. ® SUPPLY 4 RETURN DOWN DUCTS FROM RTU-I. ROUTE RETURN DUCT TO JUST BELOW FLOOR JOIST WITH 1/4 "xl/4" HARDWARE CLOTH END CAP. © TRANSITION SUPPLY DOWN DUCT FROM UNIT OPENING OVER AND TIGHT -TO CHASE -WALL TO ALLOW ADEQUATE ROOM FOR RETURN DUCT SOUND ATTENUATION ELBOW TO BE INSTALLED. FIELD COORDINATE PRIOR TO FABRICATION AND INSTALLATION. A I PROVIDE OPPOSED BLADE DAMPER, KEY PLAN 0 REVISIONS 8Y f, -ti O r N ti _ UJ dl1 ww -�IlJtl �z� a w¢r•�.v�w z f o r c z x `°zoca 0�z oOpppp00 aoaoo 0 0 n °N o P 5 °° o 2-138 ° STATE OF ®Q'� °�4ORvO'O® S"S®OiV/IL��0000 o�����000aopppppo U 00 N ^ U Q O N N 0 oa O `` s12 ` DL 00 n�mo 4—Ln��� �.U,CN C. 0 Cr- o d w U a0 U � Z p� O C J N it Lp • C O M M m J E (_� m Q N -p C 40 U O 0 LL. w U v m O_ � Q O r�r Q -C m _ a Z O J w L� Date: 02. 1 3. 18 Scale: AS NOTED Project Mgr: AA: Drawn: BMD Job: 15-025 Sheet m 1 OUTSIDE AIR CALCULATION: OFFICE OCCUPANCY: NET OCCUPIABLE SPACE (N.O.S.) = 4596 SQ. FT. MAX. OCCUPANCY = 99 PERSONS CALCULATION: (N.O.S. X .m(o) + (OCCUPANCY x 5 CFM/PERSON) = REQUIRED CI= (459(o X .m6) + (gg x 5 CFM/PERSON) = 170.-I6 REQUIRED CFM. OUTSIDE AIR PROVIDED: RTU-2 - Smm CFM TOTAL: Smm CFM - IN COMPLIANCE, HVAC; LEGEND CEILING SUPPLY DIFFUSER CEILING RETURN CEILING EXHAUST FAN = THERMOSTAT 0 SMOKE DETECTOR �D VOLUME DAMPER RIGID DUCT FLEXIBLE DUCT FLOW DIRECTION—® LINEAR GRILLE KErEE�) NotEs: 0 1 ® NEW RUSKIN EME6325D 12x18 LOUVER WITH PLENUM BOX FOR CONNECTION OF EXHAUST DUCTS. COORDINATE WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. ®NEW RUSKIN EME6325D ISxI5 LOUVER WITH PLENUM BOX FOR CONNECTION OF EXHAUST DUCTS. COORDINATE WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. ® SUPPLY 4 RETURN DOWN DUCTS FROM RTU-2. ROUTE RETURN DUCT TO JUST BELOW FLOOR JOIST WITH 1/4"xi/4" HARDWARE CLOTH END CAP. ®PROVIDE SURFACE MOUNT FRAME FOR INSTALLATION IN GYP CEILING. ® SUPPLY 4 RETURN DOWN DUCTS FROM RTU-I. ROUTE RETURN DUCT TO JUST BELOW FLOOR JOIST WITH 1/4"xii4" HARDWARE CLOTH END CAP. TRANSITION SUPPLY DOWN DUCT FROM UNIT OPENING OVER AND TIGHT TO CHASE WALL TO ALLOW ADEQUATE ROOM FOR RETURN DUCT SOUND ATTENUATION ELBOW TO BE INSTALLED. FIELD COORDINATE PRIOR TO FABRICATION AND INSTALLATION. K EY FLAN O1ST FLOOR - PARTIAL MECHANICAL PLAN SCALE: 3/16" = 1'-0" REVISIONS = .f, ' � 0 �—� U Cn M N FE 3 f; � � N z z N ocr.� E- z � Jilill pppp000o 000p0 0 0 0 00"� o o P 5 0 0 ° ° 2-1 18 45 OF off, o00 ° o 0j-0- F` O 9®� o ®dv 0000 ����od0000000 U � � M Z N c] O _ n01 m ^ Z M ^ O Q O N N ❑ , li C . ti D 00 �o�o a N++ N c0 Q Ln ON N d c OW N w � V G s O A- -0 Z ° � o C J N LO C M O M m J E �. m Q (N C U o 0 O 0 LL- W U v v v, N m v t m a Q o p m -C _ a Z p v id —� Date: 02. 13. 1 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet M2 11 11 --I --L OUTSIDE AIR CALCULATION: OFFICE OCCUPANCY: NET OCCUPIABLE SPACE (N.O.SJ = 4587 SQ. FT, MAX. OCCUPANCY = 104 PERSONS CALCULATION: (N.O.S. X .06) + (OCCUPANCY x 5 CFM/PERSON) -- REQUIRED CFM. (458'1 X .06) + (104 x 5 CFM/PERSON) = l9522 REQUIRED CFM. OUTSIDE AIR PROVIDED: RTU - 3 - 000 CFM TOTAL: 800 CFM - IN COMPLIANCE. HVAC: LEGEND CEILING SUPPLY DIFFUSER1221 CEILING RETURN CEILING EXHAUST FAN THERMOSTAT SMOKE DETECTOR 0 VOLUME DAMPER mum I RIGID DUCT FLEXIBLE DUCT FLOW DIRECTION-® LINEAR SUPPLY GRILLE KEYED NOTES: O ® 52x20 RETURN AIR DOWN DUCT. MOUNT JUST BELOW FIRST FLOOR JOIST LEVEL WITH 45• ELBOWS AND 1/4"x1/4" HARDWARE CLOTH END CAP. BALANCE SYSTEM FOR 850 CFM OF OUTSIDE AIR 4 (o800 CFM OF RETURN AIR MOUNT SMOKE DETECTOR IN DOWN DUCT. ®36"44" SUPPLY AIR DOWN DUCT TO FIRST FLOOR CEILING SPACE. MOUNT SMOKE DETECTOR IN DOWN DUCT. ® 52x20 RETURN AIR DOWN DUCT. MOUNT JUST BELOW FIRST FLOOR JOIST LEVEL WITH 45• ELBOWS AND 1/4"x'/4" HARDWARE CLOTH END CAP. BALANCE SYSTEM FOR SOO CFM OF OUTSIDE AIR f 6900 CFM OF RETURN AIR MOUNT SMOKE DETECTOR IN DOWN DUCT. ®3(o"x24" SUPPLY AIR DOWN DUCT TO FIRST FLOOR CEILING SPACE. MOUNT SMOKE DETECTOR IN DOWN DUCT. ® 5240 RETURN AIR DOWN DUCT. MOUNT JUST BELOW JOIST LEVEL WITH 45• ELBOWS AND 1/4"x1/4" HARDWARE CLOTH END CAP. BALANCE SYSTEM FOR 800 CFM OF OUTSIDE AIR t 6100 CFM OF RETURN AIR MOUNT SMOKE DETECTOR IN DOWN DUCT. ©34"x24" SUPPLY AIR DOWN DUCT TO SECOND FLOOR CEILING SPACE. MOUNT SMOKE DETECTOR IN DOWN DUCT. ® 5240 RETURN AIR DOWN DUCT. MOUNT JUST BELOW JOIST LEVEL WITH 45• ELBOWS AND 1/4"x1/4" HARDWARE CLOTH END CAP. BALANCE SYSTEM FOR 850 CFM OF OUTSIDE AIR t 6150 CFM OF RETURN AIR MOUNT SMOKE DETECTOR IN DOWN DUCT. ®32"44" SUPPLY AIR DOWN DUCT TO SECOND FLOOR CEILING SPACE. MOUNT SMOKE DETECTOR IN DOWN DUCT. OPROVIDE COOK MODEL PR SIZE 8 EXHAUST VENTILATOR WITH SXS SHEET METAL PLENUM EXTENDED DOWN FOR CONNECTION OF EXHAUST DUCTS. REFER TO DETAIL ON M5. �® PROVIDE OPPOSED BLADE DAMPER 6"0 EXHAUST UP TO COOK MODEL PR SIZE 8 EXHAUST VENTILATOR FROM SAFETY CABINET. KEY PLAN a O a 13 O2ND FLOOR -PARTIAL MECHANICAL PLAN SCALE: 3/16" = I'-0" REVISIONS BY f, C.1 . \.� N Ex , v o Lr)M =y '- _ x 3 i � 3 3 ti ti L ►�ti C ti x vi c� w -a- - p ppp000 ppoo 0o e °°°�� ° °O°o��o N ¢ ° a P 5 0 0 xt o �r ° 2-1 , 18 0 STAT OF e o00 000 U 00 U-)� Z Q1 N W i� O N O) Z O N N fI 0 N � C LL 4��m�o ?qua N o � o o t Ln CD � r O C N w U L s O d U � Z C v, C N Ln - C to M m J E �. m Q rn c U 0 ° U O 0 tL W �° 0 cv� >> �' N 7 L.G. � Q 0 0 a Z Q v J W �..t_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet M3 I I 11 I ! —A _ _ I O2ND FLOOR - PARTIAL MECHANICAL PLAN SCALE: 3/16" = i'-011 OUTSIDE AIR CALCULATION.' OFFICE OCCUPANCY: NET OCCUPIABLE 5PACE (N.O.S.) = 4554 5Q, FT. MAX. OCCUPANCY = 110 PERSONS CALCULATION: (N.O.5. X ,O(o) + (OCCUPANCY x 5 CFM/PERSON) = REQUIRED CFM. (4554 X ,m6) + (110 x 5 CFM/PERSON) = 023,24 REQUIRED CFM, OUTSIDE AIR PROVIDED: RTU-4 - 050 CFM TOTAL: 650 CFM - IN COMPLIANCE. i•- VAC LEGEND CEILING SUPPLY DIFFUSER icm CEILING RETURN CEILING EXHAUST FAN THERMOSTAT SMOKE DETECTOR �D VOLUME DAMPER RIGID DUCT FLEXIBLE DUCT FLOW DIRECTION �--® LINEAR SUPPLY GRILLE KEYED NOTES: O 0 52"x2O" RETURN AIR DOIUN DUCT. MOUNT JUST BELOW JOIST LEVEL (THIS FLOOR) WITH 45• ELBOWS AND 1/4"xl/4" HARDWARE CLOTH END CAP. BALANCE SYSTEM FOR 500 CFM OF OUTSIDE AIR E 6100 CFM OF RETURN AIR. MOUNT SMOKE DETECTOR IN DOWN DUCT. ®36"44" SUPPLY AIR DOWN DUCT TO SECOND FLOOR CEILING SPACE. MOUNT SMOKE DETECTOR IN DOWN DUCT. ®PROVIDE COOK MODEL PR SIZE 6 EXHAUST VENTILATOR WITH 8X8 SHEET METAL PLENUM EXTENDED DOWN FOR CONNECTION OF EXHAUST DUCTS. REFER TO DETAIL ON M5. KEY PLAN 0 0 13 0 0 0 0 0 REVISIONS BY f� 00 1��• U CO co Y M N CO U Ct_ Q . O L ~ E ti C: C 4 fy ./ O C • U V LO J • NLrD N ~ > Q � Tti 3 ram—. E ° C, x �k NWN II p0pp000o aa000 000 00 000 00 0 C o P 5 0 0 ° 2-1 18 STOF ook �00 ®° 0 y� 00000 o°So®Pd,� o 0000 � U to M ('1 it 11 Z N ,a? rn O Z tl n� Cl)1 O M I� U N N L O Z r '0 _ , I ;!�N°� I, J N CC) 0`0m�o I� k 9y N= SON I� T I�nk P,m sa+ uFu nrv,; Q ° C4 0- o° C:r- o W U s O d U_ -v Z v 0 J � _c LO C M O M m— J E �- m Q V) O C V � � � U O 0 W O c w V L j W H V Q 75 O C) m a m � m Z O v J •_ W LA— Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet M4 OMECHANICAL ROOF FLAN SCALE: 1/8" - 1'-0" KEYED NOTES: Q ®SUPPLY t RETURN DOWN DUCTS FROM RTU-1 WITHIN CHASE TO FIRST LEVEL. TRANSITION PER KEYED NOTES ON SHEET MI AND M2. EXTEND RETURN DUCT TO JUST BELOW FLOOR JOIST AND TURN TO HORIZONTAL WITH 36" PAST INSIDE OF ELBOW. COVER END OF DUCT WITH 1/4 "x1/4" HARDWARE CLOTH AND SECURE. ®SUPPLY t RETURN DOWN DUCTS FROM RTU-2 WITHIN CHASE TO FIRST LEVEL. TRANSITION PER KEYED NOTES ON SHEET MI AND M2. EXTEND RETURN DUCT TO JUST BELOW FLOOR JOIST AND TURN TO HORIZONTAL WITH 36" PAST INSIDE OF ELBOW. COVER END OF DUCT WITH 1/4"xl/4" HARDWARE CLOTH AND SECURE. ® EXHAUST VENTILATOR ® PLUMBING VENT THRU ROOF. REVISIONS BY 00 L 0 (` U xC'Q �. 5a�" u o Q E ti Q o - co 3 o ti p � c ti o � N co 1 x M U W Oi I ppppp00 oopo. 000000 °°®� c ° 5 ° o ° o ° ° 2-1 18 0 ° STFA Oo o° ° ° 0 000s Ofy�goE� 0°00 pp all U m Z m N U Q � N N 0 0 oa m . N J a - -0°; ama) L N i _ 2 . U N 4)Cp �. CL O a CN O c G - W U a� U � Z °o a c J Cq U M 3 o M m —� E . V L C U O � � W 0 Q m a � C N Z c O J W L.- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet M5 A 1 I 1 II 1 1 PACKAGED AIR - CONDITIONER. ROOF CURB SECURE RTU TO CURB WITH "14 SCREWS WITH WASHERS. PROVIDE THREE PER LONG SIDE e e AND TWO PER SHORT SIDE. ' ROOF DECK, SECURE CURB T STRUCTURAL STEEL WITH 1/2" BOLTS WITH -",\7777 WASHERS, THRU STEEL SUPPORTS. THREE PER 4"x4"x1/4" STEEL ANGLE LONG SIDE, TWO PER SUPPORTS WELDED SHORT OR WELD CURB BETWEEN BAR JOISTS TO STEEL. AND STEEL MEMBERS AS REQUIRED SO ENTIRE NOTES: CURB RESTS ON STEEL - SET PACKAGED AIR CONDITIONER ON CURB AND SUPPORTS. (BY STEEL SECURE AS INDICATED ABOVE WITH AT LEAST THREE CONTRACTOR) SCREWS PER LONG SIDE OF UNIT AND TWO PER SHORT SIDE OF UNIT. CURB SHALL BE MINIMUM 14" HIGH SO RTU IS AT LEAST 8" ABOVE FINISHED ROOF SURFACE WITH NO ROOFING BENEATH CURB. - PROVIDE WASHERS BETWEEN SCREWS/BOLTS AND STRAPS, TYPICAL. - ALL STRUCTURAL STEEL BY STEEL CONTRACTOR. RTU CURB, SECURING OF CURB TO STRUCTURAL STEEL AND SECURING OF RTU TO CURB BY HVAC CONTRACTOR - THIS DETAIL IS PROVIDED FOR FLORIDA HURRICANE 146 MPH TIE -DOWN COMPLIANCE. 0 IROOE-TOP A/C TIE-DOUN DETAIL SCALE: NONE 6'-0" SPACING I SCH, 40 PVC EXTRA LAYER OF ROOFING ROOFING PVC PIPE STRAP: FACTORY FABRICATED, FASTENED TO WOOD SUPPORT W/ GAL V. WOOD SCREWS SLOPE W/ ROOF � - ' T1il1T ROOF INSULATION �- PRESSURE TREATED BLOCK: METAL DECK MINIMUM 2" THK. ,o R001= CONDENSATE DETAIL SCALE: NONE FLOAT SWITCH MOUNTED TO DRAIN PAN FOR UNIT SHUT-DOU.N. ROOFTOP UNIT DRAIN PAN DUCT / E FACTORY CURB GASKET t WEATHERSEAL REMOVABLE CAP W/ 1/41RND HOLE DRILLED IN CAP. FOR CLEAN -OUT, VENT OF DRAIN PIPING, P-TRAP H II f T= 3" H= 11/2 ROUTE TO NEAREST ROOF DRAIN X= I" OR TO DOWNSPOUT. PROVIDE DRYWELL BENEATH AS REQUIRED. ROOF INSULATION ROOF DECK COUNTERFLASHING STRIP. I 1, 11RTU CONDENSATE DETAIL LE: NONE I 5 I. 1/4" THREADED SUPPORT ROD. 2. SUPPLY DUCT. 3. VARIABLE AIR VOLUME (VAV) BOX. 4 2" UNISTRUT BOTTOM SUPPORT OR STEEL ANGLE. PROVIDE I" CORK 4 NEOPRENE ISOLATOR BETWEEN UNIT AND SUPPORT. 5. SUSPENDED CEILING SYSTEM, AS APPLICABLE. (o. ROOF SYSTEM, WITH INSULATION, AS APPLICABLE. 1. 2X2 STEEL/UNISTRUT ACROSS JOISTS OR PERLINS WITH I" CORK d NEOPRENE BETWEEN JOIST AND STEEL. DRILL STEEL AND INSTALL THREADED ROD THROUGH ANGLE WITH WASHER AND LOCKING NUT. 8, INLET DUCT FROM MAIN MEDIUM PRESSURE DUCT. NOTE: IF MANUFACTURER'S INSTALLATION GUIDLINES ALLOW FOR SUSPENDING UNIT WITH 16 GA. I" STEEL STRAP FROM THE STRUCTURE THE CONTRACTOR MAY PROVIDE THIS HANGING SYSTEM IN LIEU OF THE ABOVE. D V�4Y Sox SUPPORT DETAIL SCALE: NE ON MARK MANUFACT MODEL AREA SERVED INLET GPM -MAX NEAT CW INLET 5F. HEAT KW / VOLTS ELEG. DATA NOTES VAV-Al CARRIER 35E ZONE A 12 1500 150 1.0" 8 - 211V 3P 211V, 1 PH. 1-1 VAV-A2 CARRIER 35E ZONE A 10 850 425 1.0" 5 - 211V., IP. 211V. I PIH. 1-1 VAV-A3 CARRIER 35E ZONE A 12 1350 610 LO" 1 - 211V 3P 211V, I PH. 1-1 VAV-A4 CARRIER 35E ZONE A 10 1350 415 1.0" 55 - 211V., IP. 211V. I PH. I-1 VAV-A5 CARRIER 35E ZONE A 12 1250 615 1.0" 1 - 211V 3P 211V. I PH. 1-1 VAV-A6 CARRIER 35E ZONE A 12 1150 515 1.0" 8 - 211V 3P 211V. 1 PH. 1-1 VAV-51 CARRIER 35E ZONE B 12 1150 515 1.0" 8 - 211V 3P 211V. 1 PH. 1-1 VAV-52 CARRIER 35E ZONE B 8 625 315 1.0" 35 - 211V 3P 211V. 1 PH. 1-1 VAV-53 CARRIER 35E ZONE B 10 800 400 1.0" 45 - 211V., IP. 211V. 1 PH. 1-1 VAV-54 ARRIER 35E ZONE B 10 915 4130 1.0" 55 - 211V 3P 211V. 1 PH. 1-1 VAV-E55 CARRIER 35E ZONE B 12 1625 515 1.0" 8 - 211V 3P 211V. 1 PH. 1-1 VAV-56 CARRIER 35E ZONE B 10 925 465 1.0" 55 - 211V., IR 211V. I PH. 1-1 VAV-51 CARRIER 35E ZONE B 10 1000 500 1.0" 55 - 211V., IP. 211V. I PH. 1-1 VAV-GI CARRIER 35E ZONE C 12 1400 100 1.0" 8 - 211v., 1P. 211V. I PH. 1-1 VAV-G2 CARRIER 35E ZONE: C 8 900 450 1.0" 5.5 - 211V., IP. 211V. I PH. 1-1 VAV-C3 CARRIER 35E ZONE C 10 800 400 1.0" 4.5 - 211V., IP. 211V. i PH. 1-1 VAV-C4 CARRIER 35E ZONE C 10 1200 600 1.0" 1 - 211V., IP. 211V. I PH. 1-1 VAV-05 CARRIER 35E ZONE C 10 900 450 1.0" 5.5 - 211V., IR 211V. I PH. 1-1 VAV-C6 CARRIER 35E ZONE C 10 900 450 1.0" 55 - 211V., IP. 211V. I PH. 1-1 VAV-Cl CARRIER 35E ZONE C 12 1400 100 1.0" 8 - 211V., IR 211V. I PHI. 1-1 VAV-Dl CARRIER 35E ZONE D 8 400 200 1.0" 1.1 - 211V., IP. 211V. I PIH. 1-1 VAV-D2 CARRIER 35E ZONE D 10 1100 550 1.0" 5.5 - 211V., IP. 211V. I PHI, 1-1 VAV-D3 ICARRIER 35E ZONE D 8 115 390 1.0" 4.5 - 211V., IP. 211V. 1 PH. 1-1 VAV-D4 CARRIER 35E ZONE D 12 1150 515 1.0" 1 - 211V., IP. 211V. 1 PH. 1-1 VAV-D5 CARRIER 35E ZONE D 10 1025 515 1.0" 5.5 - 211V., IP. 211V. 1 PH, 1-1 VAV-D6 CARRIER 35E ZONE D 1 10 C300 1 450 1.0" 55 - 211V., IP, 211V. 1 PH, I-1 VAV-D1 PARRIER 35E ZONE D 10 850 425 1.0" 5.5 - 211V., IP. 1271V, 1 PH. 1-1 VAV-DS ARRIER 35E ZONE D 12 1400 100 1 1.0" 1 8 - 211V., IP. 211V. 1 PH. 1-1 NOTES: I. OPERATOR SHALL BE PRESSURE INDEPENDENT. 2. PROVIDE ELECTRONIC THERMOSTAT WITH LOCKABLE OR RESTRICTED ACCESS COVER 3. PROVIDE FACTORY CONTROLS TRANSFORMER AND POWER FUSE. 4. INSULATION SHALL BE I" FOIL FACED, 5. MAXIMUM CLOSURE SHALL BE 50 PERCENT. 6. VAV CONTROLLERS, BY CONTROLS CONTRACTOR, SHALL BE SHIPPED TO FACTORY AND INSTALLED AND TESTED AT VAV BOX FACTORY. 1. TRANSITION FROM FACTORY INLET AND OUTLETS TO LISTED DUCT SIXES AS REQUIRED. DVARIA5LE AIR VOLUME SOX SCHEDULE SCALE: NONE ROOD TOP UNM RTU-1 RTU-2 RTU-3 RTU-4 MANUFACTURER - CARRIER CARRIER CARRIER CARRIER MODEL - 52LC0524A3A65OLC0524A3,465OLCOB24A3A6 OLG0B24A3,46 SUPPLY GFM 1650 1100 1500 1600 OUTSIDE AIR CFm 850 800 800 550 ENTERING AIR DB/WB 80/61 60/61 80/61 80/61 LEAVING AIR DB/WB 562/563 56.8/56.3 56.8/56.3 56.8/563 CAPACITY TONS 20 20 20 20 TOTAL COOL ING MBH 252.02 252.02 252.02 252.02 SENSIBLE COOLING MBH 151.54 101.54 181.84 181,54 EXT. S.P. IN. H2O .5" 5" 5" 5" TOTAL S.P. IN. H2O 1.01" 1.01" 1.01" 1.01" ELECTRIC HEAT KW/v. NONE NONE NONE NONE EVAPORATOR FAN HP/FLA 5.085HP/13.1 5.081514P/13.1 5.085HP/13.1 5.08BHP/13.1 COMPRESSOR NO./RLA 1"1a14.8/02-s18.0 "1e14.8/02-s18.0 "1e14.8/#2e18.0 01614.8/02-918.0 CONDENSING FAN NO./FLA 6/1.6 EA. 6/1.6 E, 4. 6/1.6 EA. 6/1.6 EA. ELECTRICAL DATA V/0 46Ov. 3P. 462V. 3P. 46OV, 3P. 462V. 3P. MCA AMPS 60.6 60.6 60.6 60.6 FUSE/MOCP - 10 10 10 10 EFFICIENCY SEER/EER 12.2 12.2 12.2 122 WEIGHT L55. 2248 2246 2248 2248 NOTES PER BELOW 140 1-6 1-6 1 140 NOTES: I, HVAG CONTRACTOR SHALL COORDINATE ELECTRICAL DATA WITH ELECTRICAL CONTRACTOR PRIOR TO ORDER OF EQUIPMENT. 2. UNIT SHALL HAVE A SINGLE POINT ELECTRICAL CONNECTION. 3. PROVIDE MANUFACTURER STANDARD 14" HIGH CURB, 4. PERMANENTLY LABEL ALL SYSTEMS WITH THE RTU DESIGNATION. 5. PROVIDE FACTORY TWO POSITION MOTORIZED OUTSIDE AIR DAMPER 6. INSTALL FILTERS IN UNIT PRIOR TO START UP AND PROVIDE NEW SET OF FILTERS AT COMPLETION OF CONSTRUCTION. OIRO(::)F TOP UNIT SCHEDULE SCALE: NONE EXHAUST VENTILATOR WITH PLENUM DOWN. - ROOF SYSTEM EXHAUST DUCT CEILING STEEL CEILING SUPPORT ACROSS T-BARS OR FRAMING. NOTES: - COORDINATE VENTILATOR CURB OR CURB ADAPTER INSTALLATION WITH GENERAL CONTRACTOR PRIOR TO ORDER - INSTALL EXHAUST DUCT WITHIN JOISTS AND/OR ABOVE SUPPLY AND RETURN DUCTWORK COORDINATE DUCT ELEVATIONS PRIOR TO FABRICATION OR INSTALLATION. OTOILET EXHAUST DETAILS SCALE: NONE MARK MARFACTUKR MODEL NUMBER SIZE CFM NECK LOCATION MATERIAL NOTES: A PRICE ASPD 24 X 24 SEE PLAN 5EE PLAN CEILING ALUMINUM 1,2 B PRICE 80 24 X 24 5EE PLAN 24 X 24 CEILING ALUMINUM 1,2,3 G PRICE ACVD 10 X 6 5EE PLAN 10 X (o CEILING ALUMINUM 1,2,4,5 1) 1 PRICE 5D8100-2 140 X 6 100-200 1 5EE PLAN I CEILING I ALUMINUM I 1,2,6,1,8 /400/10"RND SIZE THROW CFM i NECK/FLEX CONNECTION SIZE NOTES: 1. PROVIDE MANUAL VOLUME DAMPER AT MAIN TRUNK FOR BALANCING. 2. DIFFUSER FINISH SHALL BE OFF-WHITE. 3. GRILLE FACE SHALL BE 1/2" x 11/2" ALUMINUM CUBE CORE. 4. PROVIDE PRE-FAB R-6 INSULATED GRILLE BOX WITH TAB COLLAR. 5. GRILLE FACE SHALL BE ADJUSTABLE CURVED BLADE. NO STAMPED GRILLES ACCEPTED. 6. PROVIDE SURFACE MOUNT FRAME FOR INSTALLATION IN GYP CEILING. 1. TWO 111/2" SLOTS. PROVIDE FACTORY BOOT WITH ROUND INLET, 8. PROVIDE GABLE REGULATOR FOR ATTACHMENT TO DAMPER AT MAIN TRUNK FOR BALANCING. 1C)JAIIR �D ISTRISUTION SCHEDULESCAL1 MARK MANUFACTURER MODEL AREA TYPE C.F.M. R.P.M. SONES S.P. WATTS VOLTS PN45E NOTES EF-I COOK-GEMINI GC-122 T011 /BIO CEILIMEA40 -10 600 1.3 .25 50 120V. 1P, 1-4 EF-2 COOK-GEMINI GC-220 RE5TROOM CEILINGEXNAU5T 100 1050 1-1 .125 39 120V. 1F'. 1-4 NOTES: I. PROVIDE BACKDRAFT DAMPER. 2. FACTORY PLUG DISCONNECT. 3. EXTEND TO DISCHARGE POINT AS SHOWN ON PLANS AND DETAILS BELOW. 4. FAN SHALL BE CONTROLLED BY ROOM LIGHT SWITCH. O'FAN SCHEDULE SCALE: NONE HANGER SUPPORTS: INSULATED ROUND FLEXIBLE 8'O.C. = 0-35" DUCTS DUCT (MAX. I6'-0" LONG) 6'O.C. = 36-59" DUCTS SUPPORT BOTH ROUND METAL d FLEX DUCT EVERY FOUR FEET WITH 2" 24 GA. STEEL STRAP. TABMANUAL DAMPER \ -INSULATION SUPPLY DUCTA RIGID ROUND METAL SADDLE: 22 GAUGE BRANCH DUCT AS APPLICABLE. CEILING CEILING DIFFUSER - HANGER SUPPORTS SHALL BE AS NOTED ABOVE FOR DUCT WIDTHS UP TO 24" AND WITH TRAPEZE HANGERS FOR DUCTS 25" AND ABOVE. OCEILING DIFFUSER RUN -OUT DETAIL SCALE: NONE SUPPLY AIR PANDUIT' OR 'ZIP' STRAP OVER INNER CORE OF FLEX. FLEXIBLE DUCT THERMAL INSULATION OVER THE TOP SUSPENDED - OF THE DIFFUSER CEILING / (AS APPLICABLE) CEILING DIFFUSER--' NOTES: - TAPE INNER COIL OF FLEX TO THE DIFFUSER COLLAR TAPE COMPLETELY AROUND TO ASSURE AN AIR TIGHT SEAL OR USE 'ZIP' STRAP AROUND INNER CORE OF FLEX. USE METAL BAND CLAMP WHERE REQUIRED BY LOCAL AUTHORITY. - PULL FLEX INSULATION AND OUTER COVER DOWN OVER GRILLE COLLAR AND SECURE TO GRILLE WITH TAPE ONLY. DO NOT USE STRAP OR OTHER METHOD WHICH WILL COMPRESS INSULATION. - STRETCH FLEX TIGHT BETWEEN DUCT AND DIFFUSER TO AVOID KINKS. SUPPORT EVERY FOUR PEET WITH 2" STEEL STRAP OR OTHER APPROVED HANGER GELLING DIFFUSER DETAIL 101 I MN-SPUT AR mANDD ER MARK MANUFACTURER MODEL NUMBER CFM 5TUI-1 FAN FLA MCA/ MOCP ELECTRICAL DATA NOTES AHU-1 MITSUBISHI 1"15-,412LJ,4 446 12,000 0.95 1.2/151 115V. 1PH. 1-3,5 M N-Sr"")L O IT COoNDEN�'SER MARK MANUFACTURER MODEL NUMBER0N5 COMPSSSOR RLAMOCP ELECTRICAL DATA SEER NOTES CU-I IMIT5U515HI 1" 1U-,412UJ,4 1 1.0 0.93 115V. 1PH. 1&/201 13 1,2,4,5 NV I Gt7: EXHAUST DUCT. 1. HVAC CONTRACTOR SHALL COORDINATE ELECTRICAL DATA WITH SEE PLAN FOR SIZE. ELECTRICAL CONTRACTOR PRIOR TO EQUIPMENT ORDER WALL CAP OR LOUVER 2• PROVIDE FACTORY WIRELESS CONTROL REMOTE. REFER TO PLAN. 3. COORDINATE REFRIGERANT LINE SIZES WITH MANUFACTURER ON TOTAL DEVELOPED LENGTH. 4. PROVIDE LIQUID LINE FILTER DRYER. 5. LENNOX MSSC AS APPROVED ALTERNATE. CEILING EXTERIOR WALL 915PLIT SYSTEM SCHEDULE SCALE: NONE REVISIONS BY .f, c : ti E v. U, - T r r. :mm) U E U ti 1 x_ w a ppp000 OODp o o0000a o°°° ,° o P 5 °° o ° ° 2-1 18 ° "®o STAT OF ° o.°°�40 9®� oo°o 00 �r 000000000 L) 00 nor 6 0 O N N 8 o . II J a: - :1, ro FD - 00 t O C cV CL � N W ^ U C O L L O d U � Z O C� J 14 LO O M m J E >. U Ad 0 U 00 Ld C 0 V m N 0 0- 0 °D a v N Z O W L.t_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet M6 A I I Elb I I I I I I I — — — — — — — — — — — — — — — — — — — — — Eld I 0 1ST FLOOR - o RA4LL ELECTRICAL FLOOR PLAN SCALE: 3/32" ■ I'-0" GENERAL NOTES I. VERIFY LOCATION OF ALL DEVICES WITH THE OWNER'S CONSTRUCTION MANAGER AND EQUIPMENT VENDOR PRIOR TO INSTALLATION. 2, ELECTRICAL INSTALLATION SHALL CONFORM TO THE NATIONAL ELECTRIC CODE AND ALL LOCAL ORDINANCES HAVING JURISDICTION. 3. ELECTRICAL CONDUCTORS TO BE COPPER ONLY, MINIMUM NO. 12 AWG. 4. PROVIDE IDENTIFICATION OF ALL BRANCH CIRCUITS ON A TYPEWRITTEN DIRECTORY CARD, PERMANENTLY AFFIXED TO THE DOOR OF EACH LIGHTING AND DISTRIBUTION PANEL. 5. PROVIDE ENGRAVED NAMEPLATES WITH 1/2" HIGH LETTERS FOR ALL PANELS, DISCONNECT SWITCHES, STARTERS, AND ENCLOSED CIRCUIT BREAKERS. NAMEPLATES SHALL BE PERMANENTLY ATTACHED TO EACH DEVICE. ro. ALL MATERIALS SHALL SHALL BEAR UNDERWRITERS AND UNION LABELS WHERE SUCH LABELING APPLIES. -1. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF. S. ALL CONDUIT CONNECTIONS TO MOTORIZED OR VIBRATING EQUIPMENT SHALL BE MADE WITH "SEALTITE" FLEX CONDUIT. PROVIDE MOLDED NEOPRENE PADS OR VIBRATION ISOLATORS FOR MOTORIZED OR VIBRATING EQUIPMENT. 9. MATERIALS AND EQUIPMENT SHALL BE GUARANTEED FREE FROM DEFECTS FOR ONE (1) YEAR FROM DATE OF OWNER ACCEPTANCE, AND BE REPLACED, IF REQUIRED, AT NO EXPENSE TO OWNER, DURING FIRST YEAR. 10, CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. 11. ELECTRICAL CONTRACTOR SHALL MEGGER TEST ALL MOTORS AND FEEDERS PRIOR TO ENERGIZING. REPLACE DEFECTIVE FEEDERS AND NOTIFY OWNER OF ANY DEFECTIVE MOTORS. 12. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE PROJECT WORK. 13, ALL LIGHTING FIXTURES SHALL BE WIRED AS PER THE NATIONAL ELECTRIC CODE, 14, GROUND WIRE SHALL BE IN ALL CONDUITS, 15. GROUNDING TYPE BUSHINGe SHALL BE USED AS REQUIRED BY CODE, I(o. SIGN CONTRACTOR SHALL INSTALL ALL SIGNS. ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL NOOK -UP OF SIGNS (FROM SIGN TO JUNCTION BOX). SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING OPERATION OF SIGNS, AFTER FINAL NOOK -UP BY ELECTRICIAN. 11. INSTALL LOCK -ON DEVICE ON CIRCUIT BREAKERS FOR EMERGENCY LIGHTING, EXIT LIGHTS, SECURITY SYSTEM AND CASH REGISTERS TO PREVENT ACCIDENTAL TURNING OFF OF - CIRCUITS. I8. CONDUIT SHALL BE CONCEALED WHERE POSSIBLE AND SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS OR FLOORS. IS- CLEAN EQUIPMENT, LIGHT FIXTURES, AND CONSTRUCTION SITE AT COMPLETION OF PROJECT, REMOVE TEMPORARY WIRING WHEN CONSTRUCTION IS COMPLETE, 20. SEAL ALL PENETRATIONS THROUGH WALLS OR FLOORS WITH APPROPRIATE CAULK OR GROUT. SEAL PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, OR CEILINGS WITH UL LISTED FIRE STOP COMPOUND. 21. ENTIRE INSTALLATION SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND BALANCED ACROSS ALL THREE PHASES, 22. PROVIDE PLASTIC BUSHINGS AT OPEN ENDS OF ALL CONDUITS WITH LOW VOLTAGE WIRING, NOTE: PER NEC �1�f.13, ALL WIRING TO BE IN EMT WITH AN EQUIPMENT GROUND CONDUCTOR OR HEALTH CARE RATED MC CABLE WITH AN INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR. FIRE ALARM SYSTEM NOTE: ALL WORK ASSOCIATED WITH THE FIRE ALARM SYSTEM SHALL BE COMPLETED UNDER SEPARATE PERMIT BY A LICENSED FIRE ALARM CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMIT DOCUMENTS REVISIONS BY U � w o c v ti -_� ri U C C � o — � 3 c, Tti 3 3 � 3 `:D L C ti 1 N M € ti 'v z 124x H` �e000Fo:ya9 y�CE 0 02-13-18 STATF OFKi +1(y) 3 co o Q N d Z v W u L I� d p����° a- W W N O � < (5 Q� pz N N U., ° Z w v u s o _ Ua J G M ¢ a U O ,0,x U CJ N U 0 W U � Z v � o Lq m J E Q in " U •� 8d U o p LL- — W o o > vi v -v —JCL Q o p m z Z 0 c v J w Li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet . E 1 a ----------------------— — — — — — — — — — — — — — — I I — — — ----------------------------1—--- / I / GFI I I I F —1 F L � L F_ 7 F 7 L � L a-TIM-1, i I I I I I I I I LOCK BOX 6'-O" AF.F, I F —1 F —1 L _J L —1 415-1� TIE ILi 4 A KEYED NOTES DRAWING NOTES FOR SHEETS Ela THIRU Etc: O 1. MOUNT THIS RECEPTACLE BELOW SINK FOR CONNECTION OF MOTION ACTIVATE WATER VALVE ASSEMBLY. 2, PROVIDE A 2-GANG DEVICE BOX FOR INSTALLATION OF LOW VOLTAGE TRANSFORMER AND A SINGLE GANG DEVICE BOX WITH TOGGLE SWITCH FOR MAINTENANCE DISCONNECTING OF POWER TO TRANSFORMER. MOUNT BOXES ABOVE ACCESSIBLE CEILING AND ABOVE FLUSH SENSOR MOUNTING BOX IN WALL. MAKE ALL LOW VOLTAGE CONNECTION BETWEEN TRANSFORMER AND WALL SENSOR. 3. PROVIDE ONE (I)- 4" SQUARE X 2-1/2 DEEP DEVICE BOX MOUNTED FLUSH WITH WALL FOR CONNECTION OF INFRARED SENSOR AND FLUSH SOLENOID. REFER TO MANUFACTURE INFORMATION FOR ADDITIONAL INSTALLATION REQUIREMENTS. 4. PROVIDE FINAL CONNECTION TO AUTOMATIC DOOR SYSTEM CONTROLLER. COORDINATE CONTROLLER LOCATION AND CONNECTION REQUIREMENTS WITH SYSTEM INSTALLER. S. AREA OF RESCUE ASSISTANCE POWER SUPPLY. (o. AREA OF RESCUE ASSISTANCE MASTER STATION. MOUNT CENTER OF STATION 6o" AFF. WIRE BACK TO SYSTEM CONTROLLER/POWER SUPPLY. COORDINATE EXACT REQUIREMENTS WITH SYSTEM INSTALLER AND OWNER. -1. PROVIDE FINAL CONNECTION TO THE ELECTRIC WATER COOLER, PROVIDE A RECEPTACLE CORD AND CAP AS REQUIRED. 8. LOCATE A MICROWAVE OUTLET IN UPPER CABINET MILLWORK AS DIRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE. COORDINATE WITH MILLWORK INSTALLER S. PROVIDE FINAL CONNECTION TO GARBAGE DISPOSAL. LOCATE SWITCH ABOVE COUNTER ADJACENT TO SINK. lm. PROVIDE 8' X LENGTH AS SHOWN X 3/4" THICK PHONE BOARD FOR COMMUNICATION SYSTEM REQUIREMENTS. PAINT WITH 2 COATS OF FIRE RETARDANT PAINT. EXTEND A 103/0 CU IN 111C TO THE TO BUILDING GROUND SYSTEM. 11. PROVIDE A SWITCHED RECEPTACLE. BOTTOM RECEPTACLE SHALL BE SWITCHED BY POWER PACK OF THE CEILING MOUNTED OCCUPANCY SENSOR. PROVIDE UNSWITCHED CONDUCTOR FOR UPPER RECEPTACLE. 12. FIRE ALARM ANNUNCIATION PANEL (FAAP). COORDINATE EXACT LOCATION WITH AUTHORITY HAVING JURISDICTION (AHJ) AND OWNER. 13. FIRE ALARM CONTROL PANEL (FRCP). 14. PROVIDE AND INSTALL JUNCTION BOX FOR TENANT PYLON SIGNAGE. PROVIDE DISCONNECT TO SIGNAGE PER ARTICLE 600-2 OF THE N.E.G. ROUTE VIA NEW CONTROL PANEL LCP. FIELD VERIFY AND COORDINATE EXACT LOCATION WITH G.C. AND OWNER. 15. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC ROOF TOP UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HvAC SCHEDULE ON SHEET Eld. 16. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC VAV UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET E1d. 17, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC AIR HANDLING OR CONDENSING UNIT. COORDINATE o EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld_ 18. PROVIDE A DISCONNECT AND FINAL CONNECTION TO ELECTRICAL WATER HEATER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR AND DRAWINGS. 19, PROVIDE DISCONNECTS AND FINAL CONNECTION TO ELEVATOR CAB LIGHT AND CONTROLLER. FIELD vERIF'" EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR INSTALLER AND G.C. 20. PROVIDE A RECEPTACLE AND TV/DATA OUTLETS FOR TV. COORDINATE EXACT LOCATION AND HEIGHTS WITH G.C. AND OWNER PRIOR TO ROUGH -IN. 21, PROVIDE FINAL CONNECTION TO HOOD. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH HOOD INSTALLER AND OWNER. INOT ALL NOTES APPEAR ON THIS SHEET KEY PLAN 0 0 0 0 n o O1ST FLOOR PARTIAL ELECTRICAL PLAN (SOUTH) H) o 13 SCALE: 3/1&" • 1'-0" REVISIONS BY i >, 0C _10 v 10 M N CO CO U � Q c + -_ - N - C X U c u - a. L > Q o cb 3 " 3 h 3 C N � o c co v Z A dx zQ z zz zwF'cz w r4 z O pppp0009��8 ® o o ®®s ° pOE m 02-13-18 STATE OF ° o n W �m Q N d Z � W u O �:: O o N � Z � N •� W W f'7 N O 5 i ID i ¢ L c W Q Q 4 N N UAL ��+� o zwvL U 2 J _e Ql � o 0 MoT Q U O (u U U � W U z, Z O C N It ° m M coO E � U � 4- C;d 0 U O C:) LL_ _ LJ 0 U U > Q •N O tY] � _ Q N ry N Z a Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E 1 b i L F -1 F -1 L _J L I F -1 F -1 L _J L I LOCK BOX &'-O" A.F.F. F -1 F 7 L I L I F -1 F -1 L I L I — — — — — — — — — — — — \ 1 I I I I I )ET I 0 1ST FLOOR P,4RTIAL ELECTRICAL PLAN (NORTH) SCALE. 3/16" ■ 1'-0" KEYED NOTES DRAWINGS NOTES FOR SHEETS Ela THRU Etc: O 1. MOUNT THIS RECEPTACLE BELOW SINK FOR CONNECTION OF MOTION ACTIVATE WATER VALVE ASSEMBLY. 2, PROVIDE A 2-GANG DEVICE BOX FOR INSTALLATION OF LOW VOLTAGE TRANSFORMER AND A SINGLE GANG DEVICE BOX WITH TOGGLE SWITCH FOR MAINTENANCE DISCONNECTING OF POWER TO TRANSFORMER. MOUNT BOXES ABOVE ACCESSIBLE CEILING AND ABOVE FLUSH SENSOR MOUNTING BOX IN WALL. MAKE ALL LOW VOLTAGE CONNECTION BETWEEN TRANSFORMER AND WALL SENSOR. 3. PROVIDE ONE (0- 4" SQUARE X 2-1/2 DEEP DEVICE BOX MOUNTED FLUSH WITH WALL FOR CONNECTION OF INFRARED SENSOR AND FLUSH SOLENOID. REFER TO MANUFACTURE INFORMATION FOR ADDITIONAL INSTALLATION REQUIREMENTS. 4, PROVIDE FINAL CONNECTION TO AUTOMATIC DOOR SYSTEM CONTROLLER. COORDINATE CONTROLLER LOCATION AND CONNECTION REQUIREMENTS WITH SYSTEM INSTALLER. S. AREA OF RESCUE ASSISTANCE POWER SUPPLY. ro. AREA OF RESCUE ASSISTANCE MASTER STATION. MOUNT CENTER OF STATION 60" AFF. WIRE BACK TO SYSTEM CONTROLLER/POWER SUPPLY. COORDINATE EXACT REQUIREMENTS WITH SYSTEM INSTALLER AND OWNER. 7. PROVIDE FINAL CONNECTION TO THE ELECTRIC WATER COOLER. PROVIDE A RECEPTACLE CORD AND CAP AS REQUIRED. S. LOCATE A MICROWAVE OUTLET IN UPPER CABINET MILLWORK AS DIRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE. COORDINATE WITH MILLWORK INSTALLER, S. PROVIDE FINAL CONNECTION TO GARBAGE DISPOSAL. LOCATE SWITCH ABOVE COUNTER ADJACENT TO SINK. 10. PROVIDE 8' X LENGTH AS SHOWN X 3/4" THICK PHONE BOARD FOR COMMUNICATION SYSTEM REQUIREMENTS. PAINT WITH 2 COATS OF FIRE RETARDANT PAINT, EXTEND A #3/O CU IN 1"C TO THE TO BUILDING GROUND SYSTEM. 11, PROVIDE A SWITCHED RECEPTACLE. BOTTOM RECEPTACLE SHALL BE SWITCHED BY POWER PACK OF THE CEILING MOUNTED OCCUPANCY SENSOR. PROVIDE UNSWITCHED CONDUCTOR FOR UPPER RECEPTACLE, 12. FIRE ALARM ANNUNCIATION PANEL (FAAP). COORDINATE EXACT LOCATION WITH AUTHORITY HAVING JURISDICTION (AHJ) AND OWNER. 13. FIRE ALARM CONTROL PANEL (FACP). 14. PROVIDE AND INSTALL JUNCTION BOX FOR TENANT PYLON SIGNAGE. PROVIDE DISCONNECT TO SIGNAGE PER ARTICLE 600-2 OF THE N.E.G. ROUTE VIA NEW CONTROL PANEL LCP. FIELD VERIFY AND COORDINATE EXACT LOCATION WITH G.C. AND OWNER. 15. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC ROOF TOP UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR, FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. fro. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC VAV UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld, 11. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC AIR HANDLING OR CONDENSING UNIT. COORDINATE o EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. 10. PROVIDE A DISCONNECT AND FINAL CONNECTION TO ELECTRICAL WATER HEATER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR AND DRAWINGS, 19, PROVIDE DISCONNECTS AND FINAL CONNECTION TO ELEVATOR CAB LIGHT AND CONTROLLER. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR INSTALLER AND G.G. 20. PROVIDE A RECEPTACLE AND TV/DATA OUTLETS FOR TV. COORDINATE EXACT LOCATION AND HEIGHTS WITH G.G. AND OWNER PRIOR TO ROUGH -IN, 21. PROVIDE FINAL CONNECTION TO HOOD, FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH HOOD INSTALLER AND OWNER. I NOT ALL NOTES APPEAR ON THIS SHEET KEY PLAN a a a a a a a a REVISIONS BY s e � 0C U � — o� E O r U pew 00 :� Lrj cd Q o U T~ 3 3 ti 3 G N Er, s zwPP�&t o- ��fkf� F1 t '-F \`99�OpppB® O 0�E v 02-13-18 STATE ®F 2 \�O N Lj H 5M O QN Z 0� WL� Boa v n a W m N O _ > �L �¢ola P� J 7 008 .W a �N NON C3 F L ^ + z s o—c)a J� a a` Q N +' Q d cu U O x U v O w U _0 z ° iY) 0 u) Ln 0 M M m J E Q in C =3 •0 _ 0 4- O Cl LL_ — W -° 0 p p Uj U N Q 0 >1 p m z � Z O v � w V_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet Etc /--------------------------\ EL CT ICAL HVAC UIFI�I NT D I5CONNECT AND FEEDFEEDEfR &CHE)UL UNIT ID DESCRIPTION WIRE AND CONDUIT SIZES DISCONNECT PH VOLT MCA MOCP VAV-A] VAV UNIT, 8KW 2 *8 AND 1 *10 E.G. IN 3/4" C 6012 / 40 1 211 36.1 40 VAV-A2 VAV UNIT, 5KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30 / 2 / 25 1 211 22.6 25 VAV-A3 VAV UNIT, lKW 2 *0 AND 1 *10 E.G. IN 3/4" C 6012 / 35 1 211 31.6 35 VAV-A4 VAV UNIT, 5.5KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30/2 / 25 1 211 24Z 25 VAV-A5 VAV UNIT, lKW 2 *8 AND 1 *10 E.G. IN 3/4" C (oO / 2 / 35 1 211 3L6 35 VAV-A6 VAV UNIT, SKW 2 *8 AND 1 *10 E.G. IN 3/4" C 6O / 2 / 40 1 211 36.1 40 VAV-51 VAV UNIT, 8KW 2 *SAND 1 *10 E.G. IN 3/4" C 6012 / 40 1 211 36.1 40 VAV-62 VAV UNIT, 3.5KW 2 *10 AND 1 *10 E.G_ IN 3/4" C 30/2 / 20 1 211 15.5 20 VAV-53 VAV UNIT, 4.5KW 2 *10 AND 1 *10 ELx. IN 3/4" C 30/2 / 25 1 2-11 20.3 25 VAV-54 VAV UNIT, 5.5KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30/2 / 25 1 2-11 24.0 25 VAV-55 VAV UNIT, SKW 2 *S AND 1 *10 E.G. IN 3/4" C 6012 / 40 1 2-11 36.1 40 VAV-56 VAV UNIT, 5.5KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30 / 2 / 25 1 211 243 25 VAV-51 VAV UNIT, 5.5KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30/2 / 25 1 2-11 24.0 25 VAV-CI VAV UNIT, 6KW 2 *S AND 1 *10 EiG. IN 3/4" C 6O / 2 / 40 1 211 36.1 40 VAV-C2 VAV UNIT, 5.5KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30/2 / 25 1 211 24.8 25 VAV-C3 VAV UNIT, 4.5KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30/2 / 25 1 211 20.3 25 VAV-C4 VAV UNIT, 1KW 2 *8 AND 1 *10 E.G. IN 3/4" C 60 / 2 / 35 1 271 31.6 35 VAV-05 VAV UNIT, 5.5KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30/2 / 25 1 217 24.8 25 VAV-C6 VAV UNIT, 5.5KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30/2 / 25 1 211 243 25 VAV-C1 VAV UNIT, 8KW 2 *8 AND 1 *10 E.G. IN 3/4" C 60 / 2 / 40 1 211 36.1 40 VAV-DI VAV UNIT, 1.1KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30/2 / 15 1 211 1.1 15 VAV-D2 VAV UNIT, 5.5KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30/2 / 25 1 211 24.8 25 VAV-D3 VAV UNIT, 4.5KW 2 *10 AND 1_*lO E.G. IN 3/4" C_ -30/2 / 25 1 21-1 - 20.3 25 VAV-D4 VAV UNIT, 1KW 2 *SAND 1 *10 E.G. IN 3/4" C 6O / 2 / 35 1 211 31.6 35 VAV-D5 VAV UNIT, 5.5KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30/2 / 25 1 211 24.8 25 VAV-D6 VAV UNIT, 5.5KW 2 *10 AND 1 *10 E.G. IN 3/4" C 30/2 / 25 1 21-1 24.0 25 VAV-D1 VAV UNIT, 5.5GW 2 *10 AND 1 *10 E.G. IN 3/4" C 30/2 / 25 1 271 24,5 25 VAV-DS VAV UNIT, 8KW 2 *8 AND 1 *10 E.G. IN 3/4" C 6012 / 40 1 211 36.1 40 RTU - I ROOF TOP UNIT 3 *4 AND 1 *8 E.G. IN 1-1/2" C 100 / 3 / 10 / 3R 3 46O 60.6 l0 RTU-2 ROOF TOP UNIT 3 *4 AND 1 *8 E.G. IN 1-1/2" C 100 / 3 / 10 / 3R 3 46O 60.6 10 RTU-3 ROOF TOP UNIT 3 *4 AND 105 E.G. IN 1-1/2" C 100 / 3 / l0 / 3R 3 46O 60.6 10 RTU-4 ROOF TOP UNIT 3 *4 AND I *8 E.G. IN 1-1/2" C 100 / 3 / l0 / 3R 3 460 60.6 10 AHU-1 AIR HANDLING UNIT 2 *12 AND 1 *12 Ems. IN 1/2" C 30 / 2 / 15 1 120 1.2 15 CU-1 CONDENSING UNIT 2 *10 AND 1 *10 E.G. IN 3/4" C 30 / 2 / 20 / 3R 1 120 16 20 EWH-1 ELECTRICAL WATER HEATER 2 *10 AND 1 *10 EjG. IN 3/4" C 30 / 2 / NF 1 211 25 EWH-2 ELECTRICAL WATER HEATER 2 *10 AND 1 *10 E.G. IN 3/4" C 30 / 2 / NF 1 211 25 OiST FLOOR PARTIAL ELECTRICAL PLANS SCALE: 3/16" ■ I'-01' KEYED NOTES DRAWING NOTES FOR SHEETS Ela THRU Etc: O 1. MOUNT THIS RECEPTACLE BELOW SINK FOR CONNECTION OF MOTION ACTIVATE WATER VALVE ASSEMBLY. 2. PROVIDE A 2-GANG DEVICE BOX FOR INSTALLATION OF LOW VOLTAGE TRANSFORMER AND A SINGLE GANG DEVICE BOX WITH TOGGLE SWITCH FOR MAINTENANCE DISCONNECTING OF POWER TO TRANSFORMER. MOUNT BOXES ABOVE ACCESSIBLE CEILING AND ABOVE FLUSH SENSOR MOUNTING BOX IN WALL. MAKE ALL LOW VOLTAGE CONNECTION BETWEEN TRANSFORMER AND WALL SENSOR. 3. PROVIDE ONE (D- 4" SQUARE X 2-1/2 DEEP DEVICE BOX MOUNTED FLUSH WITH WALL FOR CONNECTION OF INFRARED SENSOR AND FLUSH SOLENOID, REFER TO MANUFACTURE INFORMATION FOR ADDITIONAL INSTALLATION REQUIREMENTS. 4, PROVIDE FINAL CONNECTION TO AUTOMATIC DOOR SYSTEM CONTROLLER. COORDINATE CONTROLLER LOCATION AND CONNECTION REQUIREMENTS WITH SYSTEM INSTALLER. 5. AREA OF RESCUE ASSISTANCE POWER SUPPLY, 6, AREA OF RESCUE ASSISTANCE MASTER STATION. MOUNT CENTER OF STATION 60'' AFF, WIRE BACK TO SYSTEM CONTROLLER/POWER SUPPLY. COORDINATE EXACT REQUIREMENTS WITH SYSTEM INSTALLER AND OWNER_ 1. PROVIDE FINAL CONNECTION TO THE ELECTRIC WATER COOLER, PROVIDE A RECEPTACLE CORD AND CAP AS REQUIRED- 0, LOCATE A MICROWAVE OUTLET IN UPPER CABINET MILLWORK AS DfRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE, COORDINATE WITH MILLWORK INSTALLER. 9. PROVIDE FINAL CONNECTION TO GARBAGE DISPOSAL. LOCATE SWITCH ABOVE COUNTER ADJACENT TO SINK. 10. PROVIDE 8' X LENGTH AS SHOWN X 3/4" THICK PHONE BOARD FOR COMMUNICATION SYSTEM REQUIREMENTS. PAINT WITH 2 COATS OF FIRE RETARDANT PAINT. EXTEND A *3/0 CU IN PC TO THE TO BUILDING GROUND SYSTEM. 11. PROVIDE A SWITCHED RECEPTACLE. BOTTOM RECEPTACLE SHALL BE SWITCHED BY POWER PACK OF THE CEILING MOUNTED OCCUPANCY SENSOR. PROVIDE UNSWITCHED CONDUCTOR FOR UPPER RECEPTACLE. 12, FIRE ALARM ANNUNCIATION PANEL (FAAP). COORDINATE EXACT LOCATION WITH AUTHORITY HAVING JURISDICTION (AHJ) AND OWNER. 13, FIRE ALARM CONTROL PANEL (FACP). 14. PROVIDE AND INSTALL JUNCTION BOX FOR TENANT PYLON SIGNAGE. PROVIDE DISCONNECT TO SIGNAGE PER ARTICLE 600-2 OF THE N.E.C. ROUTE VIA NEW CONTROL PANEL LCP. FIELD VERIFY AND COORDINATE EXACT LOCATION WITH G.C. AND OWNER. 15, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC ROOF TOP UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR, FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld, 16, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC VAV UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. 11. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC AIR HANDLING OR CONDENSING UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. 10, PROVIDE A DISCONNECT AND FINAL CONNECTION TO ELECTRICAL WATER HEATER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR AND DRAWINGS. 1S, PROVIDE DISCONNECTS AND FINAL CONNECTION TO ELEVATOR CAB LIGHT AND CONTROLLER. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR INSTALLER AND G.C. 20. PROVIDE A RECEPTACLE AND TV/DATA OUTLETS FOR TV. COORDINATE EXACT LOCATION AND HEIGHTS WITH G.C. AND OWNER PRIOR TO ROUGH -IN, 21, PROVIDE FINAL CONNECTION TO HOOD. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH HOOD INSTALLER AND OWNER. _ I NOT ALL NOTES APPEAR_ ON THIS SHEET KEY PLAN REVISIONS BY 0- 00 U Q - . 0-0w c � y--N f o Lo 's U N N f� L7T N � N r� q x. Z A' FZ ) E � riiIIJ'i z' ZMp.Fx ®ppdBpOpPpg p�E 0 e 02-13-18 STATE OF 0 n :3 CO o Q a Z v [If z'D +> ❑ U O o N N n/ ((�i 5 0 f�z J '0 8 ❑ Q N n U i i N Zz- N W a,V o - u a- i a 0N+¢ a N� U O "6 U U W U z3 z 0 p) O C J c-1 N �t •� O M m J E �ai7i # •o �-8 U O 0 LL_ W o u > v •v; QL a o > p m -C Q z 0 fl J w LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E 1 d GENERAL NOTES I, VERIFY LOCATION OF ALL DEVICES WITH THE OWNER'S CONSTRUCTION MANAGER AND EQUIPMENT VENDOR PRIOR TO INSTALLATION. 2. ELECTRICAL INSTALLATION SHALL CONFORM TO THE NATIONAL ELECTRIC CODE AND ALL LOCAL ORDINANCES HAVING JURISDICTION. 3, ELECTRICAL CONDUCTORS TO BE COPPER ONLY, MINIMUM NO, 12 AWG. 4. PROVIDE IDENTIFICATION OF ALL BRANCH CIRCUITS ON A TYPEWRITTEN DIRECTORY CARD, PERMANENTLY AFFIXED TO THE DOOR OF EACH LIGHTING AND DISTRIBUTION PANEL. 5. PROVIDE ENGRAVED NAMEPLATES WITH 1/2" HIGH LETTERS FOR ALL PANELS, DISCONNECT SWITCHES, STARTERS, AND ENCLOSED CIRCUIT BREAKERS. NAMEPLATES SHALL BE PERMANENTLY ATTACHED TO EACH DEVICE. 6. ALL MATERIALS SHALL SHALL BEAR UNDERWRITERS AND I E2b — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E2c ----------------------------------------------- UNION LABELS WHERE SUCH LABELING APPLIES. -1. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF, 0. ALL CONDUIT CONNECTIONS TO MOTORIZED OR VIBRATING EQUIPMENT SHALL BE MADE WITH "SEALTITE" I FLEX CONDUIT. PROVIDE MOLDED NEOPRENE PADS OR o ® o ® I VIBRATION ISOLATORS FOR MOTORIZED OR VIBRATING �� kd b i EQU PMENT, 9. MATERIALS AND EQUIPMENT SHALL BE GUARANTEED FREE FROM DEFECTS FOR ONE (1) YEAR FROM DATE OF OWNER ACCEPTANCE, AND BE REPLACED, IF REQUIRED, AT NO EXPENSE TO OWNER, DURING FIRST YEAR. 10. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. 11. ELECTRICAL CONTRACTOR SHALL MEGGER TEST ALL MOTORS AND FEEDERS PRIOR TO ENERGIZING, REPLACE DEFECTIVE FEEDERS AND NOTIFY OWNER OF ANY DEFECTIVE MOTORS. 12. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE PROJECT WORK. 13. ALL LIGHTING FIXTURES SHALL BE WIRED AS PER THE NATIONAL ELECTRIC CODE, 1 14, GROUND WIRE SHALL BE IN ALL CONDUITS. 15. GROUNDING TYPE BUSHINGS SHALL BE USED AS REQUIRED BY CODE, 16. SIGN CONTRACTOR SHALL INSTALL ALL SIGNS. ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL HOOK-UP OF SIGNS (FROM SIGN TO JUNCTION BOX). SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING OPERATION OF SIGNS, AFTER FINAL NOOK -UP BY ELECTRICIAN. 1-1. INSTALL LOCK -ON DEVICE ON CIRCUIT BREAKERS FOR EMERGENCY LIGHTING, EXIT LIGHTS, SECURITY SYSTEM AND CASH REGISTERS TO PREVENT ACCIDENTAL TURNING OFF OF CIRCUITS. I la. CONDUIT SHALL BE CONCEALED WHERE POSSIBLE AND SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS OR FLOORS. I 19. CLEAN EQUIPMENT, LIGHT FIXTURES, AND CONSTRUCTION SITE AT COMPLETION OF PROJECT. REMOVE TEMPORARY WIRING WHEN CONSTRUCTION IS COMPLETE. 20, SEAL ALL PENETRATIONS THROUGH WALLS OR FLOORS WITH APPROPRIATE CAULK OR GROUT, SEAL PENETRATIONS ` THROUGH FIRE RATED WALLS, FLOORS, OR CEILINGS WITH UL LISTED FIRE STOP COMPOUND. i 21, ENTIRE INSTALLATION SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND BALANCED ACROSS ALL THREE — — — PHASES. 22. PROVIDE PLASTIC BUSHINGS AT OPEN ENDS OF ALL CONDUITS WITH LOW VOLTAGE WIRING. NOTE: PER NEC 517.13, ALL WIRING TO BE IN EMT WITH AN EQUIPMENT GROUND CONDUCTOR OR HEALTH CARE RATED MC CABLE WITH AN INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR, FIRE ALARM SYSTEM NOTE: ALL WORK ASSOCIATED WITH THE FIRE ALARM SYSTEM SHALL BE COMPLETED UNDER SEPARATE PERMIT BY A LICENSED FIRE ALARM CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMIT DOCUMENTS O2ND FLOOR - OVERALL ELECTRICAL FLOOR PLAN SCALE, 3/32" • I'-0" REVISIONS BY ' � o v_ E m � o . p • U u Q n � c 3 ti 3 .i v I fl p ,z ;z r. �W�t r . z r.; • SCE 02-13-18 a to STATIF OF < ac ®/ n ®®811119L.I�L�M 1- ]3ro o Q N d Z v _� `-' W i I� u '0 U O o d a wL o N i Q O)00 J 3 Z O o D¢Q�NN c w . , OF g -LC^+; w v u s v —Ud-_o, �s i d o T a O MNa a U o x N `U U U w U Z ° °, 0 N U � M m J E Q •v� -°° c •0 ZjZ _ 0 U O 0 � — Ld 0 o > vi v 0 >1 Q p m .s-- a Z p 0 J w I Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E2a KEYED NOTES DRAWING NOTES FOR SHEETS Ela THRU Etc: O I. MOUNT THIS RECEPTACLE BELOW SINK FOR CONNECTION OF MOTION ACTIVATE WATER VALVE ASSEMBLY. 2, PROVIDE A 2-GANG DEVICE BOX FOR INSTALLATION OF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --LOW VOLTAGE TRANSFORMER AND A SINGLE GANG / \ DEVICE BOX WITH TOGGLE SWITCH FOR MAINTENANCE DISCONNECTING OF POWER TO TRANSFORMER. MOUNT BOXES ABOVE ACCESSIBLE CEILING AND ABOVE FLUSH SENSOR MOUNTING BOX IN WALL. MAKE ALL LOW VOLTAGE CONNECTION BETWEEN TRANSFORMER AND WALL SENSOR. I I 218 3. PROVIDE ONE (I)- 4" SQUARE X 2-1/2 DEEP DEVICE BOX MOUNTED FLUSH WITH WALL FOR CONNECTION OF INFRARED SENSOR AND FLUSH SOLENOID. REFER TO ° GFI F \ MANUFACTURE INFORMATION FOR ADDITIONAL C ® INSTALLATION REQUIREMENTS. I ,°\ T I 2LGP 2LB-82 1 cd 110cFF 2LB-80 4. PROVIDE FINAL CONNECTION TO AUTOMATIC DOOR 2LA-65 2LA"6 I I SYSTEM CONTROLLER. COORDINATE CONTROLLER I � U. _-�__� n2L-1 2L 3 2 -5 A1D*IN PNL 2L5-84 LOCATION AND CONNECTION REQUIREMENTS WITH SYSTEM I 2LA-15 I OFF CE I '2HA' INSTALLER. F n n n n n F_-1 n-1 n n n n n n n FF° I 2�44 2LB-18 5. AREA OF RESCUE ASSISTANCE POWER SUPPLY. O O O I 2LA-48 I 0 I1 L 1 L 1 L 1 L 1 L I ro. AREA OF RESCUE ASSISTANCE MASTER STATION. MOUNT NFUSION ROOM 19 WOMEN'S I I PNL PNL CENTER OF STATION 60" AFF, WIRE BACK TO SYSTEM 2a43 '2LB' CONTROLLER/POWER SUPPLY, COORDINATE EXACT I 2035 I I 2LA'ELECTRICAL REQUIREMENTS WITH SYSTEM INSTALLER AND OWNER. I I I I I / I.T. Roots F -1 2LA-1 NURSES 15cd I SUB I 2046 PNL ~ 1. PROVIDE FINAL CONNECTION TO THE ELECTRIC WATER L _J F � F 7 F -1 F_ -1 F -1 F_ 11 2041 I WAITING I APS '2HB' - COOLER. PROVIDE A RECEPTACLE CORD AND CAP AS I U_ 20 J L-1 0 J 2LA-17/19 I 2044 I REQUIRED. I TYP. c � T °. I O EEPING 2HA-42 8. LOCATE A MICROWAVE OUTLET IN UPPER CABINET n- -n '(� -n n-' -n n nn --n 11 15cd I I 2045 MILLWORK AS DIRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE. COORDINATE WITH I I I A"4� MILLWORK INSTALLER. I CHANGING VAV-CI 2HA-10 2(I36 2LA-� 2LA-9 VAV-C2 MEN' I 11 2LA-84 9. PROVIDE FINAL CONNECTION TO GARBAGE DISPOSAL. 2042 � i° � LOCATE SWITCH ABOVE COUNTER ADJACENT TO SINK.. I 15cd I I 2LA-44 I GFI 10. PROVIDE 8' X LENGTH AS SHOWN X 3/4'' THICK PHONE 0 OO 2LA-21 O I I RTU-2 BOARD FOR COMMUNICATION SYSTEM REQUIREMENTS. _ 2HA-14 ° ° I � PAINT WITH 2 COATS OF FIRE RETARDANT PAINT. EXTEND VAV C3 F 7 F 5cd 2LA-21 GFI I 2 R OUIPME A #3/0 CU IN 1"C TO THE TO BUILDING GROUND SYSTEM, I I I1 L NUTRITION GF GFI I RT ON ROO 11, PROVIDE A SWITCHED RECEPTACLE. BOTTOM 2LA-61 2038 TOILET TOILETc 2 9 I 2LB-40/42/4 G I RECEPTACLE SHALL BE SWITCHED BY POWER PACK OF n- � � � � -n Iln ILA-23/25 TOO =n4 P ITHE CEILING MOUNTED OCCUPANCY SENSOR. PROVIDE PHARMACY 2HA-I�oGFI F GFI MDB-2�o 28,3 UNSWITCHED CONDUCTOR FOR UPPER RECEPTACLE, 2LA-51 TY GFI FI 2LA-81 12. FIRE ALARM ANNUNCIATION PANEL (FAAP). COORDINATE 2LA-59 VAV-05 IH - 4 I EXACT LOCATION WITH AUTHORITY HAVING JURISDICTION I CORRIDOR 2HA-20 I (AHJ) AND OWNER. FI f,29 5cd 2�31 L-1 FI I _J L L`o O O RTU-32LA-29 � � 15cd - I B- 8 13. FIRE ALARM CONTROL PANEL (FAGP). 2EA-31 3 '°\ Os ® 15 i 14. PROVIDE AND INSTALL JUNCTION BOX FOR TENANT _ 24 2io 24 RTS I PYLON SIGNAGE. PROVIDE DISCONNECT TO SIGNAGE GFI ° I CLOSET CLOSET CH DUL O G O O PER ARTICLE 6(d(d-2 OF THE N.E.G. ROUTE VIA NEW CONTROL PANEL L. FIELD VERIFY AND COORDINATE 2�32 2m33 m34 F -1 n -1n -1 I n -1F -1 EXACT LOCATION WITH G.C. AND OWNER. 2LA-24/2� MDB-32,34, I O �10 4r ti.;�' #10 2LA-5 0 L� -01 TIE L-1 L-1 1 L AJ L L 2LA-18 - 15. PROVIDE A DISCONNECT AND FINAL CONNECTION TO I "FFE O2 < GF FI / EQDPMEN7 HVAC ROOF TOP UNIT. COORDINATE EXACT LOCATION I 2030 � 5 „ 2LA 51 2L 53 5 RECEPTION ON ROOF. I I AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. ILA-35 GFI FI 2D(Z�5 FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC A-22 WAITING WAITING SCHEDULE ON SHEET Eld. *10 2LA-28/30 2004 2041 16. PROVIDE A DISCONNECT AND FINAL CONNECTION TO I EXAM EXAM I I 2�028 2027 HvAC vAv UNIT. COORDINATE EXACT LOCATION AND I I I I o GFI 10 I I c�1LA-31n I �J l �l/ 5cd EXAM ' 2022 n I I GFI #10 I n^$LA-39 I EXAM I / > 2021 I115/4, REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE NAMEPLATE.7 PER F -I 7 -1 F -1 I I F -1 (-VAT1, SG EDULEON SH ET ElTO ELECTRICAL HVAC d COSET nn nnLn 1 LJLJ 206 UL 11, PROVIDE A DISCONNECT AND FINAL CONNECTION TO MECHANICAL EQ FM HVAC NG OR CONDEN5ING UNIT. 71 ON ROOF. F ELDU ER F 02 EXACT LOCATIONI AND REQUIREMEN S WITH MECHANICAL AN CAL e 30 28 30 EXACT LOCATIC CONTRACTOR. FUSE PER NAMEPLATE, REFER TO � / I I ELECTRICAL HVAC SCHEDULE ON SHEET Eld. O CORRIDOR 2LA-21 ( 10. PROVIDE A DISCONNECT AND FINAL CONNECTION TO VAV-C% 2023 TIE �Iv, I 110 ELECTRICAL WATER HEATER. COORDINATE EXACT # rRfAGE 1 LOCATION AND REQUIREMENTS WITH PLUMBING 2LA-34/3�0 2020 2 A-40 ® CONTRACTOR AND DRAWINGS. #10 5cd �� +- ELEVATOR ELE R I F 19, PROVIDE DISCONNECTS AND FINAL CONNECTION TO -22 3 JG TOI T W TOILET nzTU-I I/ LOBBY ® ELEVATOR GAB LIGHT AND CONTROLLER. FIELD VERIFY 4 2LA-38 2LA-21 41' 2025 2mm9 2 I 2001 2092 r EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR a 2LA-32 GF1 TIE @ 2LA-21 OS RTS 1 I O INSTALLER AND G.C. 10 C,�d70 TIE GF I I WP GFI NURSES Q F1 G P \ I 2LA-46 I 54" i 20. PROVIDE A RECEPTACLE AND TV/DATA OUTLETS FOR �19 EXAM 1 I� ITIE I ® nl TV. COORDINATE EXACT LOCATION AND HEIGHTS WITH I 2HA-IS I I I I 15cd I FI I 2LA-41 I EXAM / 2LA-43 I PROCEDURE - I 2010 EXAM I \201-1 I n 5 n I I I _ I I I I I — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N 3 2013 �iP� Fl CLOSET UT 15cd -MDB-20,22,24 1(2 110c O �I G.C. AND OWNER PRIOR TO ROUGH -IN, G I U 2�11 %`, I I '�` I 21. PROVIDE FINAL CONNECTION TO HOOD. FIELD vERIFY BREAKROOM "I 2LA-1 I I ® I EXACT LOCATION AND REQUIREMENTS WITH HOOD TOILET Iz z0r�a I 17 � INSTALLER AND OWNER. I I ° 2LA-2 15cd I 0 15cd 10 ° EG27P1'1ENT I I WP ° ON ROOF. 8 G I I ® _ NOT ALL NOTES APPEAR ON THIS SHEET 2 8/10 MW F 8 AR OF CORRIDOR �Z G I RE 2010 15ccl � STAIR 1 VAV-D1 214 X 010 9022003 I I I G I #10 11 I I TYP. / A-12/14/14, CONFERENCE - 2HB 12 2L4-45 2LA-41 2L -4 ��g2O I 2LB-28I di zm(d2-�YPLA�IEXAM #010 P. I I 2LB-3(o /mil GFI \-201r, �^; OF I E OF ICE V I #10I GLG 010 *I o 0 E, > 2011 4 I I V 2L5-30/32/34 I I GI o 0 � I I 10 ® I I I I 0 I I I 15cd III %. Ill - I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ / 0 0 O2ND FLOOR PARTIAL ELECTRICAL PLAN (SOUTH) c o SCALE. 3/16" - 1'-0" REVISIONS BY r a.d.. r`U M N u�� d � s E o � r-- o u U N �! ¢ G r > ti N Cn z zI a >! pIp O �®ypp0099/pp v 02-13-18 0� e o STATE ®F �Zom ® ° \ o\ cu CD 3M O Qom° z - W L I� U ' �oo�a, 0 a v ¢moo z co c a Q4 p N N r, o N 5 u H i L N i-' 8 Zz+' ma`s W v _u _m o — U- a Q MNQ a O x CuU LI U v O W U Z p) 0 J cy- N >n U m � m J E 0 Q i7i C " U •0 v — �j O LL. LI L. 0 0 N d .vi Q 00 co -C a 0 z U a J w LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E2b I I I I 2LA-44 I I I 2 9 I 21-5-40/42 I I I � � I I IF J L —1 -1F-1 1 -1 L --J I ,M I :R F -7 I ELEVATOR LOBBY 2001 I I 2LA-4% TIE 0 I I I I �7F-1 F-1 L —1 L -JL -� WAITING = 204'1 I I L —J L AT L D7 ^ 2H -2�0 o I AREA OF GI RESCUE �„ 5 2LBI 4� GFI EXAM �d I 2057 STAIR 2 2050 I I � I CORRIDOR I • I 2054 �0 411 1 -f5cd 2L�5-13 / 2LB-3S/41 79ine-A . 2LB-3� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — KEYED NOTES DRAWING NOTES FOR SHEETS Ela THRU Etc: O 1. MOUNT THIS RECEPTACLE BELOW SINK FOR CONNECTION OF MOTION ACTIVATE WATER VALVE ASSEMBLY. 2. PROVIDE A 2-GANG DEVICE BOX FOR INSTALLATION OF LOW VOLTAGE TRANSFORMER AND A SINGLE GANG DEVICE BOX WITH TOGGLE SWITCH FOR MAINTENANCE DISCONNECTING OF POWER TO TRANSFORMER, MOUNT BOXES ABOVE ACCESSIBLE CEILING AND ABOVE FLUSH SENSOR MOUNTING BOX IN WALL, MAKE ALL LOW VOLTAGE CONNECTION BETWEEN TRANSFORMER AND WALL SENSOR. 3. PROVIDE ONE (D- 4" SQUARE X 2-1/2 DEEP DEVICE BOX MOUNTED FLUSH WITH WALL FOR CONNECTION OF INFRARED SENSOR AND FLUSH SOLENOID. REFER TO MANUFACTURE INFORMATION FOR ADDITIONAL INSTALLATION REQUIREMENTS. 4. PROVIDE FINAL CONNECTION TO AUTOMATIC DOOR SYSTEM CONTROLLER. COORDINATE CONTROLLER LOCATION AND CONNECTION REQUIREMENTS WITH SYSTEM INSTALLER. 5. AREA OF RESCUE ASSISTANCE POWER SUPPLY. (o. AREA OF RESCUE ASSISTANCE MASTER STATION. MOUNT CENTER OF STATION &0" AFF. WIRE BACK TO SYSTEM CONTROLLER/POWER SUPPLY. COORDINATE EXACT REQUIREMENTS WITH SYSTEM INSTALLER AND OWNER. -1. PROVIDE FINAL CONNECTION TO THE ELECTRIC WATER COOLER. PROVIDE A RECEPTACLE CORD AND CAP AS REQUIRED. 8. LOCATE A MICROWAVE OUTLET IN UPPER CABINET MILLWORK AS DIRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE. COORDINATE WITH MILLWORK INSTALLER. 9. PROVIDE FINAL CONNECTION TO GARBAGE DISPOSAL. LOCATE SWITCH ABOVE COUNTER ADJACENT TO SINK. 10. PROVIDE 5' X LENGTH AS SHOWN X 3/4" THICK PHONE BOARD FOR COMMUNICATION SYSTEM REQUIREMENTS. PAINT WITH 2 COATS OF FIRE RETARDANT PAINT. EXTEND A #3/0 CU IN PC TO THE TO BUILDING GROUND SYSTEM. 11, PROVIDE A SWITCHED RECEPTACLE. BOTTOM RECEPTACLE SHALL BE SWITCHED BY POWER PACK OF THE CEILING MOUNTED OCCUPANCY SENSOR, PROVIDE UNSWITCHED CONDUCTOR FOR UPPER RECEPTACLE. 12. FIRE ALARM ANNUNCIATION PANEL (FAAP). COORDINATE EXACT LOCATION WITH AUTHORITY HAVING JURISDICTION (AHJ) AND OWNER. 13. FIRE ALARM CONTROL PANEL (FACP). 14. PROVIDE AND INSTALL JUNCTION BOX FOR TENANT PYLON SIGNAGE. PROVIDE DISCONNECT TO SIGNAGE PER ARTICLE 600-2 OF THE N.E.C. ROUTE VIA NEW CONTROL PANEL LCP. FIELD VERIFY AND COORDINATE EXACT LOCATION WITH G.C. AND OWNER. 15. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC ROOF TOP UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. 16, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC VAV UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. 11, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC AIR HANDLING OR CONDENSING UNIT, COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. Ia. PROVIDE A DISCONNECT AND FINAL CONNECTION TO ELECTRICAL WATER HEATER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR AND DRAWINGS. 19. PROVIDE DISCONNECTS AND FINAL CONNECTION TO ELEVATOR CAB LIGHT AND CONTROLLER. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR INSTALLER AND G.G. 20. PROVIDE A RECEPTACLE AND TV/DATA OUTLETS FOR TV. COORDINATE EXACT LOCATION AND HEIGHTS WITH G.G. AND OWNER PRIOR TO ROUGH- IN, 21. PROVIDE FINAL CONNECTION TO HOOD, FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH HOOD INSTALLER AND OWNER. NOT ALL NOTES APPEAR ON THIS SHEET KEY PLAN 0 0 0 0 0 0 O2NO FLOOR PARTIAL ELECTRICAL PLAN (NORTH) 0 0 SCALE: 3/16" - 1'-0" REVISIONS BY s � Y0C y � N _ r; `✓ - `o L E - ti ri C11 ; o 1 • .� # �' L � Ql cc 3 3 ti 3 r- -� o 1 � 1 Fix zA� ' Z ra � o Er, k ~ MF �1 U o,94ol,00�00� 02-13-18 STATF OF 3M O Q "O z � W u i 1� O O o a'a N i W ` m L �amoC� 1�z W 0 U o ZEi '^s m o _ Ud JCL Q MN Q a U p X Cu 'V U L] 0 W U � z 0 � o 0:� cV Lq U V) M - •:3 o M m E Q i7i -ap 'E `-' U •0 4- — 0 O p ,l W o U o > o = � m � Q o >1 p m t a z O a J w I.� Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E2c GENERL4L L .C.0sr ITINGs NOTES 1 "NL" DESIGNATION INDICATES FIXTURE TO BE NIGHT LIGHT, CIRCUITED HOT FOR CONTINUOUS OPERATION, 2. PROVIDE UNSWITCHED CONDUCTOR TO ALL NIGHT, EMERGENCY AND EXIT POWER 3, COMPLY WITH NEC FOR DISCONNECTING MEANS OF FLUORESCENT LUMINARIES. 4_ PER NEC 511_13, ALL WIRING TO BE IN EMT WITH AN EQUIPMENT GROUND CONDUCTOR OR HEALTH CARE RATED MC CABLE WITH AN INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR. 5. INSTALL LOCK -ON DEVICE ON CIRCUIT BREAKERS FOR EMERGENCY LIGHTING AND EXIT LIGHTS TO PREVENT ACCIDENTAL TURNING OFF OF CIRCUITS_ I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - L -------------------------------------- ❑ 4EEI I ° __ o_-- O I O I I ® OI ° I A I_17 TI 01 O O Fr- 0 1 I I I I I I I I I I 1J1 I I I I I I I I I I I I I I I I I 0 U®- -- I --�-- ° --- O --�-- -- I I I I I I I — - -----------------------------------� I I I I `---------------------------------- �__—__� I I O I ° I — — — — I I I O I I i i I I I O I I I I I I I I I ❑ I -- I I I O o O I I I O O o I 0 IST FLOOR - OVEI"LL ELECTRICAL L IG44TINGG SCALE. 3/32" - V-011 REVISIONS BY f, r u � � c ti U � - T N n ' J U � ; 77 U W U 11111111/�/ i 1GE 02-13-18 STATEOF N Ln ...FjJ ^1 n 3M 6 Q N o Z o�L aN w� N L `v L.L. Q pO6N LZppo ❑ Q s N c O1 N U� ginr+; Zz as s U a—Li UaJ�a ❑ M 0 L) a O X N tJ U Uvi W U � Z rn O = J Q� N _° � U N M m J E m Q in -°o c 2 U L. � U O � — L LJ -° O C U C.)` a N N 5 t CL Q O T p m -C _ a N � � N a z 0 J w L L_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E3a I 1 I I I I 2. I 1 2 I I I I O 1ST FLOOR PARTIAL ELECTRICAL LIGHTING PLAN (SMTH) SCALE: 3/16" . I'-011 KEYED NOTES DRAWING NOTES FOR SHEETS E3a THRU E4c: O 1, PROVIDE A WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR BY SENSOR SWITCH WSX PDT IV IN ROOM/AREA SHOWN. 2. PROVIDE A DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR BY SENSOR SWITCH CM PDT 9 IN AREA SHOWN. CEILING SENSOR SHALL CONTROL POWER TO LINE SIDE OF LIGHT SWITCH. 3. PROVIDE LIGHTING CONTROL SWITCH FOR LIGHT CONTROL AND AFTER HOURS OVER RIDE OF LIGHTING CONTROL PANEL. 4. PROVIDE DISCONNECT AND FINAL CONNECTION TO EXHAUST FAN. CONTRACTOR TO PROVIDE A STEP DOWN 2"-IV/120V TRANSFORMER IF STEP DOWN TRANSFORMER IS NOT PROVIDED BY THE MECHANICAL CONTRACTOR. 5. ROUTE LIGHTING CIRCUIT HOME RUN VIA LIGHTING CONTROL PANEL. PROVIDE AN UN -SWITCHED CONDUCTOR THROUGHOUT THE CIRCUIT FOR ALL EMERGENCY, NIGHT AND EXIT LIGHTS. �. ENTIRE BRANCH CIRCUIT TO BE 010 IN 3/4"C. NOT ALL NOTES APPEAR ON THIS SHEET KEY PLAN 0 0 0 0 REVISIONS BY f, ^x E y o U U l - = co 3 a, Tti 3 3 ti 3 N . C O M 1 ; U x x m 0v, x- � �; -� aUY B --�c=r=ram., rn --fix C12 ��i119d0/)� ®CE S 02-13-18 a STATE OF a LN 19ILi F Cl) d QNa Z � D u wT O p o N N N O a Q 6Op�Rz 0 J 3 Z �O c Q Q y N N w n N N U L E ^ 4' z W * s N u UO) o —^ a � i c IJ Ifi ++ Q a cu U O U U W U rn z o J cV � 0 U �' � M O M- m J E �. U Q (n _ C " U 8 °o O o M ,L — LLJ O a O V U U> N O — 0 Q O > p m _ Q Z O C, J w L.L- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E3b O1ST FLOOR P�4RTIAL ELECTRICAL LIGHTING PLAN (NORTH) SCALE: 3/16" - P-0" KEYED NOTES DRAWING NOTES FOR SHEETS E3a THRU E4c= O I. PROVIDE A WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR 5Y SENSOR SWITCH WSX PDT IV IN ROOM/AREA SHOWN. 2, PROVIDE A DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR BY SENSOR SWITCH CM PDT 9 IN AREA SHOWN. CEILING SENSOR SHALL CONTROL POWER TO LINE SIDE OF LIGHT SWITCH. 3. PROVIDE LIGHTING CONTROL SWITCH FOR LIGHT CONTROL AND AFTER HOURS OVER RIDE OF LIGHTING CONTROL PANEL. 4_ PROVIDE DISCONNECT AND FINAL CONNECTION TO EXHAUST FAN. CONTRACTOR TO PROVIDE A STEP DOWN 2-11V/120V TRANSFORMER IF STEP DOWN TRANSFORMER IS NOT PROVIDED 5Y THE MECHANICAL CONTRACTOR- 5- ROUTE LIGHTING CIRCUIT HOME RUN VIA LIGHTING CONTROL PANEL. PROVIDE AN UN -SWITCHED CONDUCTOR THROUGHOUT THE CIRCUIT FOR ALL EMERGENCY, NIGHT AND EXIT LIGHTS. (o. ENTIRE BRANCH CIRCUIT TO 5E 010 IN 3/4"C, NOT ALL NOTES APPEAR ON THIS SHEET KEY PLAN O G O a a G a C REVISIONS BY f, T V ti J r- l; Y V N n m � o r iI < - =�y E-d�oz�'; o~mow V U z w a W zzw�z OU o° z . ecE s a 02-13-18 C ° STATE OF d��® 0 Cu +Im H 3m � WLn U O p o N s a W W M O N a E 00�P, L Z cJ 4 CD N w � n+ s ZLi o UvJ-Cf� a M +) ¢ a Ccoo) u O X u ICJ U U W U -0 Z 0 � o C J 0:f N LO U LO O M m J E >. o Q in -� c `—' :3 U U O L.L- — LEI O p p uU j U> N O — O Q O > m _ a � Z O J w LL- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E3c I I L i I I !l y I I EM KEYED NOTES FIXTURE SCHEDULE 13 NL- I I E , - - - - - - - - - - - - - - - - - - - - - - - - - SYM MANUFACTURER CATALOG NUMBER LAMPS MTG. DESCRIPTION DRAWING NOTES FOR SHEETS E3a THRU E4c: O A METALUX 2RDI-3-32RP-UNV-EB31 3-32WT8 LAY -IN 2' X 4' 3 LAMP DIRECTIINDIRECT LUMINAIRE GE EM 85 CRI WITH CENTER MOUNT LAMPS X I I I I 350oK I. PROVIDE A WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR BY SENSOR SWITCH WSX IIN PDT IV IN ROOM/AREA SHOWN. AE METALUX 2RDI-3-32RP-UNV-EB3I-EM 3-32WT8 85 CRI LAY -IN 2' X 4' 3 LAMP DIRECT/INDIRECT LUMINAIRE WITH CENTER MOUNT LAMPS I I i i ❑ ❑ 2, PROVIDE A DUAL TECHNOLOGY CEILING MOUNTED T 25 I NE 1.9 �rJ 2 - - I T 25 I I I - T / - - - - - - - - - - - - I I I I I 3500K AND EMERGENCY BALLAST 1,400 LUMENS OCCUPANCY SENSOR BY SENSOR SWITCH CM PDT 9 IN AREA SHOWN. CEILING SENSOR SHALL CONTROL POUTER TO LINE SIDE OF LIGHT SWITCH" Al METALUX 2RDI-2-32RP-UNV-EB31 2-32WT8 LAY -IN 2' X 4' 2 LAMP DIRECT/INDIRECT LUMINAIRE iHA-21 TIE I I I L Z1.9 21 L Z1.9 21 I I 85 CRI 3500K WITH CENTER MOUNT LAMPS 3. PROVIDE LIGHTING CONTROL SWITCH FOR LIGHT CONTROL AND AFTER HOURS OVER RIDE OF LIGHTING CONTROL PANEL, A1E METALUX 2RDI-2-32RP-UNV-EB31-EM 2-32WT8 LAY -IN 2'X4'2LAMP DIRECTIINDIRECT LUMINAIRE 4- PROVIDE DISCONNECT AND FINAL CONNECTION I I 85 CRI WITH CENTER MOUNT LAMPS TO EXHAUST FAN. CONTRACTOR TO PROVIDE A I 3500K AND EMERGENCY BALLAST 1,400 LUMENS STEP DOWN 2"1"IV/120V TRANSFORMER IF STEP N Z1.9 21 I I I I I L Z1"9 2 L Z1.9 21 I I I DOWN TRANSFORMER IS NOT PROVIDED BY THE MECHANICAL CONTRACTOR. A2 METALUX 2RDI-3-32RP-UNV-EB32 3-32WT8 LAY -IN 2' X4' 3 LAMP DIRECTIINDIRECT LUMINAIRE I I I 85 CRI WITH CENTER MOUNT LAMPS AND 5, ROUTE LIGHTING CIRCUIT HOME RUN VIA LIGHTING I 3500K (2) BALLASTS FOR INBOARD/OUTBOARD CONTROL PANEL. PROVIDE AN UN -SWITCHED SWITCHING CONDUCTOR THROUGHOUT THE CIRCUIT FOR ALL ❑ ❑ EMERGENCY, NIGHT AND EXIT LIGHTS. A2E METALUX 2RDI-3 32RP-UNV-EB32-EM 3 32WT8 LAY -IN 2' X4' 3 LAMP DIRECT/INDIRECT LUMINAIRE I 85 CRI 3500K WITH CENTER MOUNT LAMPS AND EMERGENCY BALLAST 1,400 LUMENS 6, ENTIRE BRANCH CIRCUIT TO BE 010 IN 3/4"C. I NE Z1.9 E21 I I I N Z19 N Z19 10< I I NOT ALL NOTES APPEAR ON THIS SHEET B METALUX 2GR8-2-32A125-UNV-EB81 2-32WT8 85 CRI 3500K LAY -IN 2'X4'2LAMP FLUORESCENT STATIC GRID TROFFER WITH ACRYLIC LENS 21 EM 21 BE METALUX 2GR8-2-32-A125-UNV-EB8I-EM 2-32WT8 LAY -IN 2' X 4' 2 LAMP FLUORESCENT STATIC 85 CRI GRID TROFFER WITH ACRYLIC LENS ❑ I 3500K AND EMERGENCY BALLAST 1,400 LUMENS IHA-21 19) I D HALO PD6H132E-62H-H-WF 1-26W TTT RECESSED 6" FLUORESCENT DOWNLIGHT I I I L Zl. L Zi, 21 21 I I L Z1.9 I 21 f ----- i -/ T I I I ---N Z4A-9- 21 EM Z1.9 A-13 16) - i I I I I I ---- T 85 CRI 3500K WITH ASEMI-SPECULAR CLEAR REFLECTOR D1 HALO PD6H1 32-E DMARK7-62H-H-WF 1-26W TTT 85 CRI 3500K RECESSED 6" FLUORESCENT DOWNLIGHT WITH A SEMISPECULAR CLEAR REFLECTOR AND DIMING BALLAST I 1 F HALO H457 TAT-E010-EL406-9-35-TL402SCS LED BY MFR RECESSED 4" LED DOWNLIGHT I L ZI.9 L Z1.9 L Zl.9 I \-�- ---- I�VE -- - I / �� fll M 85 CRI 3500K M LITHONIA LF6N-1-32TRT-601AZ-MVOLT 1-26W DTT 85 CRI RECESSED 6" DOWNLIGHT WITH HORIZONTAL LAMP 21 21 21 I 3500K ME LITHONIA LF6N-1-32TRT-601AZ-MVOLT-EM 1-26W DTT RECESSED 6" DOWNLIGHT WITH HORIZONTAL LAMP 85 CRI WITH EMERGENCY BALLAST 1,400 LUMENS I 3500K I I H LITHONIA WSTM-32-TRT-MD-MVOLT-DBLB-LP1 1-32W TTT SURFACE EXTERIOR WALL BRACKET 85 CRI 3500K I L Z1.9 L Z1.9 L Z1.9 I 21 21 21 I E LITHONIA LB-2-32-120V GEB101S 2-32WT8 WALL 1 x 4, PRISMATIC WRAPAROUND 82 CRI FLUORESCENT 2 LAMPS I 3500K EE LITHONIA LB-2-32-120V GEB101S-EL14 2-32WT8 WALL 1 x 4, PRISMATIC WRAPAROUND 82 CRI FLUORESCENT 2 LAMPS AND EMERGENCY 3500K BALLAST 1,400 LUMENS MINIMUM L Z1.9 L Z1.9 L Z1.9 I GE LITHONIA WG2-32-MVOLT-GEB101S-EL14 2-32WT8 82 CRI WALL) SURFACE WALL BRACKET FLUORESCENT LIGHT FIXTURE WITH 2 LAMPS AND EMERGENCY 21 21 21 I 3500K BALLAST 1,400 LUMENS MINIMUM I I K LITHONIA DMW-232-MVOLT-GEB101SSTSL-IP67 2-32W T8 SURFACE WALL GASKET VAPOR PROOF LIGHT FIXTURE METALUX COLUMBIA ❑ BHEGELLI L GOTHAM AH-70MHG8AR-MVOLT-TRW 1-70W MH RECESSED 8" DOWNLIGHT WITH HORIZONTAL LAMP I LIGHTING ALLOWANCE CALCULATION 85 CRI I 3500K FBC 2017 T 1 T 21 WATTAGE TOTAL ACTUAL N LITHONIA LF8N-42TRT-802AZ-MVOLT 142W DTT RECESSED 8" DOWNLIGHT ALLOWED PER WATTAGE BALLAST BALLAST WATTAGE 85 35 CRI \_--------------------------------------------_/ ROOM NAME AREA SQUARE FOOT ALLOWED LAMP TYPE QUANTITY WATTAGE USED OFFICES 3725 1.11 4134.75 2-32WT8 45 58 2610 NE LITHONIA LF8N42TRT-802AZ-MV0LT-EM 1-42W DTT RECESSED 8" DOWNLIGHT 85 CRI WITH EMERGENCY BALLAST 1,100 LUMENS 3500K EXAM ROOMS 9453 1.66 15691.98 3-32WT8 128 82 10496 P4 LITECONTROL 2014T8-CWM-ELBPR-MVOLT 1-32WT8 85 CRI RECESSED 4' RECESSED LINEAR PERIMETER WALL SLOT LIGHTING CONTROL ZONES (1LCP): LIGHTING CONTROL ZONES (2LCP)- 2-32WT8 2 82 164 ZONE (ZI-I) - 1ST FLOOR SOUTH CORRIDOR LIGHTS ZONE (Z2.1) - 2ND FLOOR SOUTH CORRIDOR LIGHTS 1-32W CFL 4 34 136 3500K FF LITHONIA G32-MVOLT-GEB101S 2-32WT8 85 CRI 3500K SUSPENDED 4' STRIP LIGHT FIXTURE ZONE (Z12) - IST FLOOR SOUTH RECEPTION ZONE (722) - 2ND FLOOR SOUTH RECEPTION BREAKROOM 874 1.24 1083.76 2-32WT8 18 58 1044 L IGHTS LIGHTS ZONE (Z13) - 1ST FLOOR SOUTH LAB RECEPTION LIGHTS ZONE (Z23) - 2ND FLOOR INFUSION ROOM 50% LIGHTS TOILETS 1460 0.98 1430.8 2-32WT8 1-32WT8 16 12 58 34 928 408 FFE LITHONIA G32-MVOLT-GEB101S 2-32WT8 85 CRI SUSPENDED 4'STRIP LIGHT FIXTURE WITH EMERGENCY BALLAST 1,400 LUMENS ---- --ZONE (21-4) - 15T--FLOOR NORTH CORRIDOR - LIGHTS ZONE (Z2.4) - 2ND FLOOR INFUSION ROOM 100% LIGHTS 1-26WCFL 24-- 29 696 3500K R SPI LIGHTING A1W8269-L12.8W-OIL RUBBED BRONZE- LED BY MFR WALL DECORATIVE WALL SCONCE ZONE (Z1.5) - 1ST FLOOR NORTH RECEPTION LIGHTS ZONE CZ2 5) - 2ND FLOOR INFUSION NURSE LIGHTS CORRIDOR 5975 0.79 4720.25 2-32WT8 1-32W CFL 95 10 58 36 5510 360 -277-FAUX ALABASTER DIFFUSER 85 CRI 3500K ZONE (Z16) -IST FLOOR LOBBY/ENTRANCE LIGHTS ZONE (Z2.6) - 2ND FLOOR NORTH CORRIDOR LIGHTS CLOSET 804 0.63 506.52 2-32WT8 13 58 754 S STENBERG MS805BLED-3-478WB-4AIR35T3-ML-BKT LED BY MFR SURFACE EXTERIOR DECORATIVE WALL BRACKET WITH FROSTED GLASS LENS 1-32W CIF 2 34 68 ZONE (Z1.1) - 1ST FLOOR LOBBY/ENTRANCE ROPE LIGHTS ZONE (Z1.8) - 15T FLOOR SOUTH BLOOD DRAW LIGHTS ZONE (7-21) - 2ND FLOOR NORTH CORRIDOR/NURSE LIGHTS ZONE (Z2Z) - 2ND FLOOR NORTH RECEPTION LIGHTS RECEPTION 3355 0.9 3019.5 3-32WT8 1-13W 1-10W 40 8 4 82 13 10 3280 104 40 KEY PLAN T STENBERG MS605B-478WB42PLT-MULTI-RE3-FG-BKT 1-42W PLT 85 CRI 3500K SURFACE EXTERIOR DECORATNE WALL BRACKET WITH FROSTED GLASS LENS U G LIGHTING GL-2132-J-F-POR-1 4-32W TTT SUSPENDED DECORATIVE PENDANT ZONE (Z1.9) - CANOPY LIGHTS ZONE (Z2.9) - 2ND FLOOR LOBBY/ENTRANCE LIGHTS 85 CRI 3500K ZONE (Z1-10) - EXTERIOR BUILDING WALL LIGHTS ZONE (Z2.10) - 2ND FLOOR LOBBY/ENTRANCE ROPE LIGHTS LOBBY/WAITING 4396 0.9 3956.4 1-32WCFL LED 2' 134 695 34 4.5 4556 3127.5 V LITHONIA 6VF-32TRT-609 AZ-MVOLT 1-32W TTT 85 CRI RECESSED 6" DOWNLIGHT WITH VERTICAL LAMP ZONE (ZI.11) - SITE PYLON SIGN ZONE (Z2.11) - SPARE EL/ITRM 636 0.95 604.2 2-32WT8 16 58 928 3500K Z ECOSENSE LCIS-35-MVOLT-120 LED BY MFR 4.5W/LF SURFACE COVE LIGHTS FIELD ROTATE FOR OPTIMUM PERFORFANCE ZONE (ZI-12) - BUILDING SIGNS ZONE (Z2"12) - SPARE ZONE (ZI-13) - SITE LIGHTING ZONE (Z2.13) - SPARE STAIRS 1058 0.69 730.02 2-32WT8 8 58 464 FURNISH WITH 10'-0" LONG POWER CABLE, JUMPER CABLES AND REQUIRED ACCESSORIES ZONE (Z1.14) - SITE LIGHTING ZONE (Z2.14) - SPARE CON FRENCE RM 394 1.23 484.62 3-32WT8 8 82 656 X ALL -PRO APX7R LED BY MFR SURFACE LED EXIT SIG. NUMBER OF FACES AND CHEVRONS AS INDICATED ON DRAWINGS. ZONE (Z1.15) -SPARE ZONE (Z2.15) - SPARE PROVIDE WITH EMERGENCY BATTERY BACK UP ZONE (Zi-16) - SPARE ZONE (Z2.16) - SPARE TOTALS 32130 36362.8 COMPLIES BY 36329.5 33.3 GENERAL NOTES 0 1st FLOOR PARTIAL ELECTRICAL L IGHTIi�I6Asp PLANS SCALE: 3/16" - I'-0" REVISIONS BY J i u Y c E c i ti U u � txJ :J O U 1-M c- U N - • lf'; N Q (7,_ q � 3 `o ./ LN 1 CJ _I �K x U ��18lIl1�1� ®CE 02-13-18 o STATE OF 3ro 6 Q N Z O'o�u�" N a W�rNi'" 0 5 d) 'p z v 3ZC cOaQNti W f\ D H N d�`t a Z'm o_ U (L -j a 0 in +; ¢ a N N t� O X `LI U 0 Lli U Z 0 o � C J N a U v, � •� O M m J E a 2 U � •O ` - 8 U O 0 L.L. _ Ld -° o c U U ` > N C CL a o �. p m .� _ a z O J w ILL - Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E3d 1 E4b ■■■■E■ ■1■■ IN N SEES■■ �N= -- — 0 M ■ ■■■■■� 1■■N__ ■1 ■ _I■ ■■I0Ml■11■IS ■' ■ 1■■■ ■ INS ■■I1■■■■l SEEM' SHE .'l■ ■■■■■i i■m■i ■■■ IN 11 . I■ ION ION loom m�lmmlc-- MENNEN u i olo o. oIo ■■I■■■1■■■■■■■ I■�'■■�■I ■m■■I■■■■�■■ I■ 1 ■■ 1 ■I ■ a ■■C■E IEE■■■EI 1 ................................. .. E4c I EMMMM NOME M�■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■ill■■ ■■ ■ ■■ i■■■■■■■■■■i ■■■■■i ■■■■;� IN Is ■■o it ■■■■■■� ---- ■■■-m ■I ii■o ■� IONS m �■■� _ I■■■■■■■—■. ■■■Im■■■-m ■II■ ■I1■0■11 J■II■ ■I1■■■■11 i_n in_l C 2 AN/32 D LE3FL. BOOR - OVEK4LL ELECTRICAL L IGHTM PLAN SC: G-W—NERAL LIG14TING NOTES I. "NL" DESIGNATION INDICATES FIXTURE TO BE NIGHT LIGHT, CIRCUITED HOT FOR CONTINUOUS OPERATION. 2_ PROVIDE UNSWITCHED CONDUCTOR TO ALL NIGHT, EMERGENCY AND EXIT POWER 3. COMPLY WITH NEC FOR DISCONNECTING MEANS OF FLUORESCENT LUMINARIES. 4. PER NEC 81�.13, ALL WIRING TO BE IN EMT WITH AN EQUIPMENT GROUND CONDUCTOR OR HEALTH CARE RATED MC GABLE WITH AN INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR, 5. INSTALL LOCK -ON DEVICE ON CIRCUIT BREAKERS FOR EMERGENCY LIGHTING AND EXIT LIGHTS TO PREVENT ACCIDENTAL TURNING OFF OF CIRCUITS. REVISIONS BY f, -1 Q I�ti C U O r U Lp it 3 ti 3 E�o r r� o U 0 0 02-13-18 0 ° STATE OF CD Ld 3M p Q N d Z v T �0 �'' - W i 1� U ❑ =Z O o � "O cl) Oa W v Q O 3 J Z o N N : N W ❑ 'y I� o Z W S v z Ud J t o a L o Q LQ ++ a a Cu O X KJ U U W U � Z v � o U LO In v M— m J Q i7i -gyp C `-' U D U O u _ Ld o oM > v •v, CL a� Q o L. 0 m -C _ a z O v N v _I w Li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E4a ----------- I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IST FLOOR PARTIAL ELECTRICAL LIGHTM PLAN (SOUTH) KEYED NOTES DRAWING NOTES FOR SHEETS E3a THRU E4c: O I. PROVIDE A WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR BY SENSOR SWITCH WSX PDT IV IN ROOM/AREA SHOWN. 2. PROVIDE A DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SEN50R BY SENSOR SWITCH CM PDT 9 IN AREA SHOWN. CEILING SENSOR SHALL CONTROL POWER TO LINE SIDE OF LIGHT SWITCH. 3_ PROVIDE LIGHTING CONTROL SWITCH FOR LIGHT CONTROL AND AFTER HOURS OVER RIDE OF LIGHTING CONTROL PANEL. 4, PROVIDE DISCONNECT AND FINAL CONNECTION TO EXHAUST FAN. CONTRACTOR TO PROVIDE A STEP DOWN 21iV/120V TRANSFORMER IF STEP DOWN TRANSFORMER 15 NOT PROVIDED BY THE MECHANICAL CONTRACTOR 5, ROUTE LIGHTING CIRCUIT HOME RUN VIA LIGHTING CONTROL PANEL. PROVIDE AN UN -SWITCHED CONDUCTOR THROUGHOUT THE CIRCUIT FOR ALL EMERGENCY, NIGHT AND EXIT LIGHTS. 6. ENTIRE BRANCH CIRCUIT TO BE 010 IN 3/4"C, NOT ALL NOTES APPEAR ON THIS SHEET KEY PLAN a 0 a a REVISIONS BY ' n x N — 00 o�r--. E =ti n E J . N _ d • L O J N �fJ .:0 3 o S ti .� Z r N I V x 77 ° p�E 02-13-18 STATE OF ®a�9119�i �cv) I— 3 ro Q H d Z U a WLn O.00�,a z a Wr-M O N L v Ct ¢ O q; Rz r J3ZNo w O QS N N n N N `o U �. i [ Zwdu s ELJILMo _ u o— — 4 r�i ti ¢ a U O �S N V 0 (44 W U � Z ° � o J Cy- N .� o M m J E �. 0) Q (N C 2 U � U O C LL. W o ° o N N L d. Q o >. 0 m -C _ a. N : Z O J w L.L. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Shei 4b -----------\ I I I I I I I I I I I I I I I I I I I 0 16T FLOOR PARTIAL ELECTRICAL LIGHTING PLAN (NORTH) SCALE: 3/16" - I'-0" KEYED NOTES DRAWING NOTES FOR SHEETS E3a THRU E4c: O 1_ PROVIDE A WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR BY SENSOR SWITCH WSX PDT IV IN ROOM/AREA SHOWN. 2, PROVIDE A DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR BY SENSOR SWITCH CM PDT 9 IN AREA SHOWN. CEILING SENSOR SHALL CONTROL POWER TO LINE 51DE OF LIGHT SWITCH, 3_ PROVIDE LIGHTING CONTROL SWITCH FOR LIGHT CONTROL AND AFTER HOURS OVER RIDE Or - LIGHTING CONTROL PANEL. 4, PROVIDE DISCONNECT AND FINAL CONNECTION TO EXHAUST FAN. CONTRACTOR TO PROVIDE A STEP DOWN 2-I'lV/120V TRANSFORMER IF STEP DOWN TRANSFORMER IS NOT PROVIDED BY THE MECHANICAL CONTRACTOR, 5, ROUTE LIGHTING CIRCUIT HOME RUN VIA LIGHTING CONTROL PANEL. PROVIDE AN UN -SWITCHED CONDUCTOR THROUGHOUT THE CIRCUIT FOR ALL EMERGENCY, NIGHT AND EXIT LIGHTS. 6, ENTIRE BRANCH CIRCUIT TO BE 010 IN 3/4"C, NOT ALL NOTES APPEAR ON TH15 SHEET KEY PLAN 0 0 0 0 0 0 a 0 REVISIONS BY M� �E o ¢c— o L T ti 3 3 ti 3 �—. E 5_ U W a U �`�oe000s'' 02-13-18 o STATEOF ° �'40RYD�.°"°O�yO�o 3m o Q N 6 Z v %0 -p Wih U 0' p o N c Q W 4 th N O L Q O LZp�p� 0a�yNN c N N U�Lra o x -p 05 s Z � Ua o J a a Ta (u O X V U Uvi W U Z v rn o J N LO M m O Q (n C :c,' U -d ° c0 0 0 u. — L�J -° O v N .N m N Q O p m t _ a Z p v J w Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E4c _ I L ELECTiRICAL LE(S;ENr:) SYMBOL DESCRIPTION MOUNTING 1 X 4 FLUORESCENT FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE 2 X 4 FLUORESCENT FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE SHADING DENOTES FIXTURE WITH EM BATTERY PACK SEE FIXTURE 'NL' DENOTES FIXTURE UNSWITCHED FOR NIGHT LIGHT SCHEDULE FLUORESCENT STRIP FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE ] FLUORESCENT WALL BRACKET FIXTURE sEE LETTER INDICATES TYPE O PL FLUORESCENT DOWNLIGHT SEE FIXTURE LETTER INDICATES TYPE SCHEDULE I-e EX EXIT -SHADING DENOTES FACEPLATE LOCATION_ Lr=TTr=F,. SEE FIXTURE -- INDICATES TYPE_ PROVIDE ARROWS AS REQUIRED. SCHEDULE SINGLE POLE SWITCH (20A-120/27i) 48" AFF OR AS S S3 '3' DENOTES 3-WAY O' DENOTES OCCUPANCY SENSOR NOTED DUPLEX RECEPTACLE, 125V, 20A 18" AFF OR AS 'IG' DENOTES ISOLATED GROUND NOTED � DUPLEX RECEPTACLE, 125V, 20A 18" AFF OR AS NOTED DUPLEX RECEPTACLE, 125V, 20A 48" AFF OR AS NOTED QUADRAPLEX RECEPTACLE, 125V, 20A la" AFF OR AS NOTED 0 COMBINATION VOICE/DATA OUTLET 18" AFF OR AS NOTED Tv T.V_ OUTLET 18" AFF OR AS NOTED PANEL50ARD 120/240V SEE PANEL SCHEDULE �\ RACEWAY CONCEALED IN WALL OR ABOVE CEILING SEE SPECIFICATIONS HOMERUN TO PANEL_ LETTERS INDICATE PANEL, SEE SPECIFICATIONS NUMBERS INDICATE CIRCUIT. NOTE: HASH MARKS INDICATES THE NUMBER OF WIRES EXCLUDING THE REQUIRED EQUIPMENT GROUND - / MOTOR, NUMERAL INDICATES HORSEPOWER AS NOTED MOTOR RATED SWITCH WITH OVERLOAD MOUNTED ADJACENT RELAYS IF REQUIRED. TO EQUIPMENT NON -FUSIBLE SAFETY SWITCH -SIZE AS NOTED SEE SPECIFICATIONS �I FUSIBLE SAFETY SWITCH -SIZE AS NOTED SEE SPECIFICATIONS R �S FIRE ALARM DUCT DETECTOR CRA'DENOTES MOUNTED IN RETURN AIR 'SA' DENOTES SUPPLY AIR) HVAG DUCTWORK ® FAN OR AIR HANDLER SHUTDOWN RELAY MOUNTED ADJACENT TO EQUIPMENT FIRE ALARM VISUAL SIGNAL 60" AFF OR AS NOTED Fe-1 FIRE ALARM MANUAL PULLSTATION 48" AFF OR AS NOTED FIRE ALARM AUDIBLE/VISUAL SIGNAL. ADA 00" AFF OR Ell COMPATIBLE AS NOTED FIRE ALARM SMOKE DETECTOR ON CEILING OR AS NOTED FACP FIRE ALARM PANEL ('FACP' DENOTES FIRE ALARM 60" AFF OR FO CONTROL PANEL, 'FAA' DENOTES ANNUNCIATOR) AS NOTED EX DENOTES EXISTING DEVICE OR CIRCUIT TO REMAIN R DENOTE NEW LOCATION FOR RELOCATED DEVICE O O I REFER TO LIKE NUMBERED NOTES NOTE: ALL MOUNTING HEIGHTS SHOWN ARE TO THE TOP OF THE DEVICE UNLESS NOTED OTHERWISE. NOT ALL SYMBOLS APPEAR ON PLANS. ABBREVIATIONS: AFF - ABOVE FINISHED FLOOR AHU - AIR HANDLING UNIT BFG - BELOW FINISHED GRADE C - CONDUIT CW - COOL WHITE DACP - DOOR ALARM CONTROL PANEL DN - DOWN EF - EXHAUST FAN EG - EQUIPMENT GROUND ENCL - ENCLOSURE EWC - ELECTRIC WATER COOLER EWH - ELECTRIC WATER HEATER EX - EXISTING FCU - FAN COIL UNIT FHP - FRACTIONAL HORSE POWER FLA - FULL LOAD AMPERES G - GROUND GFI - GROUND FAULT INTERRUPTER HID - HIGH INTENSISTY DISCHARGE HORIZ - HORIZONTAL IG - ISOLATED GROUND LW --LIGHT WHITE — - HP - HORSEPOWER, HEAT PUMP HVAC - HEATING, BENTILATING, AIR CONDITIONING JB - JUNCTION Box LRA - LOCKED ROTOR AMPERES MCB - MAIN CIRCUIT BREAKER MLO - MAIN LUGS ONLY N - NEW NL - NIGHT LIGHT OB - OUTLET SOX PB - PULL BOX, PUSH-BUTTON R - RELOCATED RECEPT - RECEPTACLE SF - SUPPLY FAN SPEC - SPECIFICATIONS SWECS - SMOKE WARNING EMERGENCY CALL SYSTEM TL - TWISTLOCK TTB - TELEPHONE TERMINAL BOARD TVTB - TELEVISION TERMINAL BOARD UNO - UNLESS NOTED OTHERWISE VERT - VERTICAL WM - WATT MISER WP - WEATHERPROOF WW - WARM WHITE XFMR - TRANSFORMER System No. C-AJ-1259 F Rating - 3 Hr T Rating - 0 Hr �A Section A -A 1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Floor may also be constructed of any min 6 in. thick UL Classified hollow -core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 7 in. See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tubing and the periphery of the opening shall be a min of 0 in. (point contact) to a max of 3 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduit or tubing may be used: A. Steel Pipe - Nom 6 in: diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tube - Nom 4 in. diam (or smaller) Type L (or heavier) copper tube. 3. Forming Material - (Optional, Not Shown) - Mineral wool batt packing material or polyurethane backer rod friction fitted into opening and recessed from floor or wall surfaces as required to accommodate required thickness of fill material. 4. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within the annulus, flush with both surfaces of floor or wall. At the point contact location between penetrating item and concrete, a min 1/4 in. thick bead of fill material shall be applied at the concrete/penetrating item interface on both sides of floor or wall. SPECIFIED TECHNOLOGIES INC - SpecSeal Series SSS Sealant or SpecSeal LCI Sealant `Bearing the UL Classification Mark — - = Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. �` STI Created or Revised: January 2, 2009 ® C-AJ-1259 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com • Website:www.stifirestop.com PAGE 1 OF 1 System No. W-L-1079 F Ratings - 1 and 2 Hr (See Item 113) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft — A �a 4Is] 11_W_- 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. - B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board 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 in wood stud walls is 13 in. Max diam of opening in steel stud walls is 16 in. The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between pipes or conduits and periphery of opening shall be min 0 in. (point contact) to max 3 in. Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or conduits may be used: A. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 12 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) electrical metallic tubing, nom 6 in. diam (or smaller) steel conduit or nom 1 in. diam (or smaller) flexible steel tubing. D. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. E. Copper Tube - Nom 6 in. diam (or smaller) Type L (or heavier) copper tube. 7-- Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. �` STI Created or Revised: January 2,2009 W-L-1079 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com • Website:www.stifirestop.com PAGE 1 OF 2 BUILDING STRUCTURE HILTI CC27 CLIP OR EQUAL 012 SAFETY WIRE TIED TO SAFETY WIRE SUPPORT HOLES E FASTENED TO BLDG_ STRUCTURE. MINIMUM (2) SAFETY WIRES PER LIGHT FIXTURE PLACED AT DIAGONAL CORNERS ALL WIRES ARE TO BE TAUT WITH A MINIMUM OF 3 TIGHT TURNS AROUND SELF -TYPICAL EXPOSED T-BAR CEILING LIGHT FIXTURE SAFETY WIRE SUPPORT HOLE, TYPICAL RE CE SSE D FIXTURE 8UFfi2_50RT DETAIL NOT TO SCALE PANELBOARD SELF TAPPING ENGRAVED SCREWS LAMAGOID, 5/32 INCH LETTERS IN. ® PANEL " 1 LA" PANELBOARD DESIGNATION 3 IN, STANDARD COLORS: 1. NORMAL POWER - BLACK BACKGROUND, WHITE LETTERS 2. EMERGENCY POWER - RED BACKGROUND, WHITE LETTERING NAMEPLATES ARE REQUIRED ON ALL PANELBOARDS, STARTERS AND DISCONNECT SWITCHES. fi Al EL50,4RD NAMEPLATE DETAIL NOT TO SCALE Wall Opening Protective Materials (CLIV) SPECIFIED TECHNOLOGIES INC R14288 SUITE 2 200 EVANS WAY, SOMERVILLE, NJ 08876 USA SpecSeal Putty Pads, for use with max 4-11/16 by 4-11/16 in. flush device UL Listed metallic outlet boxes installed with steel cover plates in 1 and 2 h fire rated gypsum wallboard wall assemblies framed with min 3-1/2 in. deep wood or steel studs and constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the Fire Resistance Directory. Min 3/16 in. thick moldable putty pads are to be installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) and completely seal against the stud within the stud cavity. An additional 3/16 in. thickness of putty to be formed around the connector securing the end of each electrical metallic tube or conduit to the box. When used with metallic outlet boxes larger than 4 by 4 in., a ball of putty is to be installed to plug the open end of each electrical metallic tube or conduit within the outlet box. When max 4 by 4 in. metallic outlet boxes are used, the ball of putty in the open end of each electrical metallic tube or conduit within the outlet box is optional. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the horizontal separation between outlet boxes on the opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back-to-back. SpecSeal Putty Pads for use with max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Carlon Electrical Products and made from polyvinyl chloride, max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Allied Moulded Products Inc. and made from fiber -reinforced thermosetting plastic or max 4-1/16 by 3-5/8 by 3-1/8 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Thomas & Betts Corp. and made from fiber -reinforced thermosetting plastic. Boxes shall also bear a 2 It rating under the "Outlet Boxes and Fittings Classified for Fire Resistance" category in the Fire Resistance Directory. Boxes installed with steel or plastic cover plates. Putty pads and boxes for use in 1 and 2 h fire rated gypsum wallboard/wood stud wall assemblies constructed of the materials and in the manner specified in the individual LJ300 Series Wall and Partition Designs in the Fire Resistance Directory. Outlet box secured to wood stud by means of two nailing tabs in conjunction with nails supplied with the outlet box. Min 3/16 in. thick moldable putty pads are to be installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) including nailing tabs and completely seal against the stud within the stud cavity. An additional 3/16 in. thickness of putty to be formed around the end of each nonmetallic sheathed cable at its connection to the box and to extend a minimum of 1 in. from the box onto the nonmetallic sheathed cable within the stud cavity. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back-to-back. FIRE PENETRATION DETAILS METALLIC 50X�S NOT TO SCALE 101 ELECTRICAL LEGEND O ELECTRICAL FIRE RATIW__3 DETAILS O ELECTRICAL DETAILS SCALE: NOT TO SCALE NOT TO SCALE NOT TO SCALE REVISIONS BY .f, � n � i M N E 0 - ri U n cz E o 3 ti 3 N � Eti o fi 1 U w a` U �OtQ111I/s� s 0 02-13-18 ` STAVE OF ° 4i2pi o ®/1BBIlll�it�� I— 3 M 6 Q N C Z wT n u 0.���" N 5 a WizM�o ] � 6 pi Q LZCoF N s W L UZ+' vNr-t s ZUa JSO) o aL a MNa a N U O U U W U Z � O p) c J = N -° U w L Lo s✓ r7 m J E O Q fn C 2 U :3 `~ 48 O U O 0 ILL. — Ld O v _72- v v; a� v CL Q O L. 0 m t _ a NN Z O N v J w Lt_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Jdb: 15-025 Sheet E4 LIGHTING CONTROL ZONES (ILCP): ZONE (ZI.I) - IST FLOOR SOUTH CORRIDOR LIGHTS ZONE (ZI2) - 1ST FLOOR SOUTH RECEPTION LIGHTS ZONE (ZI3) - 1ST FLOOR SOUTH LAB RECEPTION LIGHTS ZONE (ZI4•) - 1ST FLOOR NORTH CORRIDOR LIGHTS ZONE (Z1.5) - 1ST FLOOR NORTH RECEPTION LIGHTS ZONE (Z1.6) - 1ST FLOOR LOBBY/ENTRANCE LIGHTS ZONE (Z1-1) - 1ST FLOOR L055Y/ENTR4NCE ROPE LIGHTS a C►`�_ I C►� M C2� I C►� H C�� IH �i� M M MIN C►3 M C:� I C►� / C�� I I CM V3 Cif C►7 C►� C►� ZONE (Z1.8) - IST FLOOR SOUTH - BLOOD DRAW LIGHTS ZONE (Z1.9) - CANOPY LIGHTS LV ZONE (ZIJO) - EXTERIOR BUILDING = _ _ m m ? ? WALL: LIGHTS ZONE (Z1.11) - SITE PYLON SIGN LV CONTROL WIRING FOR —LV ZONE (Z1.12) - BUILDING SIGNS ZONES 1-8(PER MFR) ZONE (Z1.13) - SITE LIGHTING N LCD BLUE BOX PANEL 16 ZONE ELECTRONIC ASTRONOMICAL TIME CLOCK WITH OVER -RIDE CAPABILITY 120/211V IHA-41 CONTROL POWER VERIFY CONTROL VOLTAGE WITH MFR 1012 3� 120V CONTACTORS CONTROL WIRING FOR ZONE Z1.12-Z1.14 ZONE (41,14) - SITE LIGH I IN LOW VOLTAGE SWITCH FOR OVER -RIDE CONTROL OF ZONE (Z1.15) - SPARE AREA LIGHTING CONTACTORS. CONSULT MFR ❑ ZONE (Z1.16) - SPARE (TYP) SM SM Z1.1-Z1.8 Z1.1-Z1.8 REFER TO FLOOR PLAN FOR LOCATIONS AUTOMATIC LIGHTING CONTROL DIAGRAM (1LCF) TERMINATIONS CAT. 5 PATCH CABLE WITH RJ45 CONNECTORS BY CONTRACTOR 4,000 FT MAX IN CONDUIT BUILDING SIGN CIRCUITS ZONE 1,12 LC -I SITE LIGHT CIRCUITS ZONE 1.13 LC-2 1L5-10 IL15-12 SPARE SPARE IL15-68 SPARE IHA-35 SPARE IL15-66 SPARE IHA-31 SPARE Z1.12 :Al_ ZI.I SITE LTS NEUTRAL SITE LIGHT CIRCUITS ZONE 1,14 LC-3 EXTERIOR BUILDING CIRCUITS ZONE 1.10 LC-4 SPARE SPARE SPARE SPARE 13A-35 1,4 � SPARE IHA, 23 C-2� SPARE BLDG LTS :AL ZI I. ADDITIONAL CONTACTORS LC-1 THRU LC-4 ARE PROVIDED BY EC AS REQUIRED. CONTACTORS TO BE SQUARE D CLASS 8903, 600V ENCLOSED OR EQUIVALENT. 2, CONTACTOR Cl IS PROVIDED BY EC AS REQUIRED. CONTACTORS TO BE SQUARE D HEAVY DUTY 100 AMPS, 3 POLES, 600V ENCLOSED OR EQUIVALENT. ADD END —OF —LINE T aOo o TERMINATOR TO FIRST AND LAST DEVICE ON DTC 2400 BUS CHELSEA DIGITALSWITCH SM VERIFY PHOTOCELL CARD REFER TO PLANS FOR MOUNTING LOCATION PHOTOCELL LOCATION, SIZE AND CARD QTY. 2#18 AWG IN CONDUIT TO PHOTOCELL CARD MODEM PCO (OUTDOOR PHOTOCELL) MASTER RELAY PANEL WITH E.C. TO NOTE MODEM PHONE LOCATED ON ROOF DTC CLOCK AND MODEM NUMBER ON TELEPHONE JACK REFER TO PLANS FOR LOCATION, SIZE AND QTY. 4 # 24 AWG TO ANALOG TELEPHONE JACK TO BE MOUNTED WITHIN 12" OF PANEL LIGHTING CONTROL ONE -LINE DIAGRAM NOT TO SCALE Occupancy Sensor BELL BOX - -- GASKETED BY CONTRACTOR SEAL 2 #18 AWG,IN 1/2" C TO PHOTOCELL CARD rLHIr- VV111­1 1/2" KO OUTDOOR PHOTOCELL DETAIL NOT TO SCALE NEUTRAL OUTDOOR PHOTOCELL ROOF MOUNTED PHOTOCELL FACING NORTH FACING NORTH TERMINATE SLEEVE BELOW LEVEL OF PITCH AND SEAL WITH SILICONE RUBBER PITCH FILL TO TOP OF PAN 61 PITCH PAN BUILT UP ROOF (STAINLESS STEEL) LIGHTING CONTROL ZONES (21- GP): ZONE (Z2.1) - 2ND FLOOR SOUTH CORRIDOR LIGHTS ZONE (Z22) - 2ND FLOOR SOUTH RECEPTION LIGHTS ZONE (Z23) - 2ND FLOOR INFUSION ROOM 5O% LIGHTS ZONE (Z2 4) - 2ND FLOOR INFUSION ROOM 100% LIGHTS ZONE (Z2.5) - 2ND FLOOR INFUSION NURSE L IGHTS ZONE (Z2.6) - 2ND FLOOR NORTH CORRIDOR LIGHTS ZONE (Z21) - 2ND FLOOR NORTH CORRIDOR/NURSE LIGHTS ZONE (Z2 8) - 2ND FLOOR NORTH RECEPTION LIGHTS ZONE (Z2.9) - 2ND FLOOR L LOBBY/ENTRANCE LIGHTS ZONE (Z2.10) - 2ND FLOOR LOBBY/ENTRANCE ROPE LIGHTS I ZONE (Z2.11) - SPARE LV CONTROL WIRING FOR —L ZONE (Z2.12) - SPARE ZONES I -&(PER MFR) ZONE (Z2.13) - SPARE ZONE (Z2.14) -SPARE LOW VOLTAGE SWITCH FOR OVER -RIDE CONTROL OF ZONE lZ2.15) -SPARE AREA LIGHTING CONTACTORS. CONSULT MFR ZONE (72.16) - SPARE (TYP) SM SM S ZZZ22.1-Z2.8 REFER t0 FLOOR PLAN FOR LOCATIONS ,AUTOMATIC LIGHTING CONTROL DIAGRAM (2LCF) TERMINATIONS SLEEVE -' CONDUIT DETAIL OF CONDUIT THRU ROOF NOT TO SCALE etaining Nut LocaOff l L Retaining Washer O Switch Neutral JL Wht Red a d CEILING STRUCTURTE / Power Hot Blk Pack Red — -- - - - - - 4 0 7----Occupancy Control Output Sensor Any Common 24VDC Ceiling/Wall „,..� Sensor Q voltage action made J—box CEILING OCCUPANCY 5EN50K I N5TALLATI ON SCALE: NOT TO SCALE Control O Any 24VDC Ceiling/Wall Sensor Control Output Note: — Any Maximum number of sensors per power Common 24VDC pack depends on the model of sensor. Ceiling/Wall See the product data sheet to deter- +24VDC Sensor mine the specific current consumption of each sensor. SINGLE OR MULTIPLE OCC. SENSOR W/ONE POWER PACK NOT TO SCALE D,1 r=Lr=CTRIC,4L 0ETAIL3 SCALE: NOT TO SCALE _CD BLUE BOX PANEL o ZONE ELECTRONIC ASTRONOMICAL TIME LOCK WITH AVER-RIDE -.APABIL ITY 20/2-MV 2HA-41 CONTROL POWER VERIFY CONTROL VOLTAGE WITH MFR REVISIONS BY f� , 00 y 0' co � Y � o E yc;�r-° � n U rN o Lo it E LO : v _ c 00 v > 3 a �� U - ;t - x x U �IIIIIIIB�' ° ®CE 02-13-18 STATE OF �dORl®�. ° �\ ®® o ON 3M d QNd Z v � I0 i' a DMoo a W�MN 0 c L > � ' W O Q Q d C N N N N Ut -'cr+ o z U +' s ZUa Jaoi o a 0 in +; a a CU L)O X KJ U U W U � Z v � o c J N .:3 O K5- M m J E �. O Q (n C `-' U .o 8d U O Li. _ LEI o v � v �, U 11) 75 i O- � Q O >1 C) m -C _ a Z Q v J w L.L_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E5 t- I TELECOMMUNICATIONS MAIN GROUNDING BUSBAR, BARE STRANDED COPPER — GROUNDING ELECTRODE CONDUCTOR PER NEC 250, DRAWINGS, OR SPECIFICATIONS (WHICH EVER IS GREATER). 2ND FL EL ROOM #3/0 — COPPER IT ROOM #3/0 — COPPER #4 COPPER TO BUI�LDING STEEL STRUCTURE PROVIDE CONCRETE ENCASED — ELECTRODE, MINIMUM OF 2" OF CONCRETE NEAR BOTTOM OF THE FOUNDATION, IN DIRECT CONTACT WITH EARTH 20 FEET IN LENGTH, #3/0 COPPER, BONDED TO UNCOATED REBAR WITH LISTED CONNECTORS. TO BUILDING STRUCTURAL STEEL SERVICE EQUIPMENT ENCLOSURE BONDING JUMPER NEUTRAL GROUND BUS IN SERVICE EQUIPMENT. MAIN ELECTRICAL SERVICE ENTRANCE GROUND BUSBAR. PROVIDE FOUR I O' LONG, 3/4" DIAMETER COPPER CLAD GROUND RODS. LOCATE RODS DIRECTLY OUTSIDE OF ELECTRICAL ROOM. PROVIDE CONNECTION SUITABLE FOR BURIAL. PROVIDE CONNECTION TO MAIN WATER SERVICE ENTRANCE WITHIN 5 FEET OF POINT OF ENTRANCE OF PIPE. PER NEC 250 PVC SLEEVE. NOTES: - TELECOMMUNICATIONS 1. TEST BUILDING GROUNDING SYSTEM. REFER TO SPECIFICATIONS. GROUND BUSBAR IN IT 2. SEE GROUND BUSBAR DETAIL. SERVER ROOM. 3. PROVIDE GROUNDING OF TELECOMMUNICATIONS EQUIPMENT TO TELECOMMUNICATION GROUND BUSBAR(TGB) PER TELECOMMUNICATION VENDORS DIRECTION. 4. TELECOMMUNICATIONS MAIN GROUNDING BUSBAR (TMGB) 5/8-1 1 x III WALL MOUNTING INSULATORS H.H.C.S. BOLTS BRACKET 0 0 7/1 G" DIA. I 0 0 \ 0 0 0 0 0 0 0 00 O o 0 5/8" LOCKWASHERS 0 0 0 0 0 �0 0 0 COPPER GROUND BAR, 0 1/4" x 4" x 20" HOLE 0 0 CENTERS TO MATCH INSTALL GROU IN S( BOND TO BUILDING S' MAIN METAL COLD WA 2 OR 3 HOLE CONFIGURATION. NEMA DOUBLE LUG CONFIGURATION. ALL WIRE FOR GROUND GRIDS SHALL BE #3/0 AWG BARE COPPER UNLESS SHOWN OTHERWISE. RUN TO COLUMN WHERE SHOWN * STUB UP THRU SLAB V L I-/- v .— — 1 -11,.�, I- -/-I „ I ....JPPER-WELD GROUND RODS --- 24" BELOW GRADE. CADWELD ALL CONNECTIONS BELOW FLOOR OR GRADE. NOTE: PROVIDE A COMPLETE GROUNDING SYSTEM MEETING ALL REQUIREMENTS OF NEC ARTICLE 250.52 (A 1) THRU (AG) AND 250.104 (A) THRU (C). G- fiROUND RAID GR;;1)I1D DETAIL SCALE: NOT TO SCALE LAMINATED 3 LAYER WHITE PLASTIC PLATE WITH BLACK ENGRAVED LETTERS. ATTACHMENT SHALL BE STAINLESS STEEL WITH NUTS AND BOLTS OR RIVETS. 1/4" HIGH LETTERS (TYPICAL) PANEL '1 LA' ® ® N 225A MCB, 120/208V 3 PHASE 4W FED FROM PANEL '1 HA', XXA CB 1/8" HIGH LETTERS AS REQUIRED NOTES: 1. NEW NAMEPLATES MUST BE INSTALLED ON ALL ELECTRICAL PANELS TEMPORARY NAMEPLATES ARE NOT ACCEPTABLE. 2. THE AMPERAGE RATING ENGRAVED ON THE NAMEPLATE SHALL BE THE RATING OF THE MAIN OVERCURRENT PROTECTION DEVICE, OR ITS TRIP DEVICE SETTING, OR DESIGN BUS CAPACITY IN THE ABSENCE OF A MAIN OVER CURRENT DEVICE, NOT THE SWITCHBOARD OR PANELBOARD BUS RATING. 3. REFER TO SPECIFICATIONS FOR NAMEPLATE REQUIREMENTS. T�fi=ICAL FANEL50AR-0 NA1IEFLATE DETAIL SCALE: NOT TO SCALE LAMINATED 3 LAYER WHITE PLASTIC PLATE WITH BLACK ENGRAVED LETTERS. ATTACHMENT SHALL BE STAINLESS STEEL WITH NUTS AND BOLTS OR RIVETS. (TYPICAL) 1/4" HIGH LETTERS AS REQUIRED ® RT U -1 ® 1-3/8" Fed from: 'xxx' cir. no. x,x,x XXA 1/8" HIGH LETTERS T�R=ICAL EaUIf=i�IENT DI5CONNECT NA1-1ER=LAT DETAIL SCALE: NOT TO SCALE 3/4" HIGH LETTERS AS REQUIRED EOUIFt-IENT NAB IEfi LATE DETAIL& SCALE: NOT TO SCALE STUB -OUT CONDUIT ABOVE CEILING. PROVIDE AN INSULATED THROAT CONNECTOR AT END OF CONDUIT PROVIDE PULL WIRE FOR DATA AND PHONE TECH, HARD CEILING ----7 DROP CEILING 1) 1-1/4" EMT EMPTY CONDUIt� 5x5x2-1/6" DEEP JUNCTION BOX WITH PLASTER RING. Q OR$ MOUNTING HE IG PT 16" ON CENTER -� 5x5x2-1/8" DEEP JUNCTION BOX WITH PLASTER RING. MOUNTING � VERIFY HEIGHT FOR TV WALL FLOOR T�FICAL C,0 1UNICATION OUTLET DETAIL SCALE: NOT TO SCALE O ELECTRICAL DETAILS SCALE: NOT TO SCALE REVISIONS BY -j, u I r. CSC - L 0-0 0 r- o y��y CD U N cJ - - il Lr)or" ¢ C - o N Ir Z N U U � b isi ° s E 02-13-18 STATE OF G1nCu o :3M d Q (4 z = W i I� U O , O o N Z� 'W(O a WR) .m O C �¢07Zq� N 0 Q Q S y N w ,A Z Ua- CD e o 4 M o L) a O X CuV KJ U U W U � Z v � o c Cl:: N .J Lo C "' m J E �. Q N -gyp C •'- o `'- O C) O LL_ _ W -° o a C)U � 0ID rn m � o CL o a >1 om-C a Z p v J w L� Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR -025 6 N I STEP DOWN TRANSFORMER 480V / 208/120V5 3PH SCHEDULE =- PRIMARY SIDE, 480V, 3PH SECONDARY SIDE, 208V, 3PH BONDING/ XFMR KVA TYPE (DELTA) (WYE) GROUNDING WIRE SIZE CONDUIT BREAKER WIRE SIZE CONDUIT BREAKER ID RATING CONDUCTOR COPPER AWG AMPS COPPER AWG AMPS TY75 75 NEMA 1 3 #1 /0, 1 #6 E.G 2" 125 4 #4/0, 1 #2 BOND 2-1 /2" 225 #2 TRANSFORMER NOTES: 1. BOND TRANSFORMER XO (SIZE AS NOTED) TO GROUND ELECTRODE SYSTEM IN 3/4" PVC. DATE: 01-29-2018 REVISED: FAULT CURRENT STUDY CABLE IMPEDANCE VALUES BASED ON IEEE STD. 241-1990, TABLE 65. PROJECT: FLORIDA MEDICAL CLINIC ZEPHYRHILLS, FLORIDA SYSTEM VOLTAGE: ASSUMED BASE KVA: UTILITY COMPANY AFC: UTILITY COMPANY X/R RATIO: 480 IATIRE TYPE CU=1 1000 FIRE TYPE AL=2 60168 PVC CONDUIT 12 SOURCE SOURCE WIRE �N'IRE # OF FEEDER BUS BU AFC X/R RUNS LENGTH X/R AF( -------------BUS MDB' 60168 -------SIZE----------TYPE 12.00 350 --------- 1 4 187 3.29 43872 PANEL'1HA' 43872 3.29 3/0 1 1 12 2.46 3995C PANEL'1HA' 43872 3.29 3/0 1 1 14 2.37 3933( PANEL'1HA' 43872 3.29 3/0 1 1 21 2.11 3728C PANEL'1HA' 43872 3.29 3/0 1 1 26 L96 35901 FAULT CURRENT STUDY NOTE: I_ THE ELECTRICAL CONTRACTOR SHALL OBTAIN A LETTER FROM UTILITY COMPANY FOR THE AVAILABLE FAULT CURRENT AT THE SECONDARY TERMINALS AT THE INSTALLED UTILITY TRANSFORMER NOTIFY ENGINEER IF THE AVAILABLE FAULT CURRENT EXCEEDS THE BASIS OF DESIGN, DATE: 01-29-2018 REVISED: VOLTAGE DROP STUDY PROJECT: FLORIDA MEDICAL CLINIC ZEPHYRIIILLS. FLORIDA MITRE TYPE CU=1 WIRE TYPE AL=2 FROM TO XFMR M]DB' MDB' PANEL'1HN MDB' PANE(., ' 1HN MDB' PANEL'IIM MDB' PANEL'IFIN TOTAL % VOLTS VOLTS DROP DROP FROM FROM DISTANCE LOAD FIRE WIRE # OF LINE UTILITY UTILITY IN FEET CURRENT TYPE SIZE RUNS PHASE VOLTS XFMR XFMR 187 1,200 1 350 4 3 480 3.00 0.62 12 200 1 3/0 1 3 480 3.27 0.68 14 200 1 3/0 1 3 480 3.31 0.69 21 200 1 3/0 1 3 480 3.47 0.72 26- 200 1 3/0 1 3 480 3.58 0.75 NOTES. O I. UTILITY COMPANY PAD MOUNTED TRANSFORMER FOR 480/2-MV, 3PH, 4W SERVICE. COORDINATE EXACT REQUIREMENTS AND SERVICE WITH UTILITY COMPANY. 2. CT METER BASE MOUNTED TO A 4"X6" CONCRETE PYLON ADJACENT TO TRANSFORMER. BOND THE CT METER ENCLOSURE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS 3- EXTEND 1-1/4"CONDUIT FOR UTILITY COMPANY CT WIRING. FURNISH WITH PULL WIRE 4. EXTEND (4) SETS OF 4 0350 KCMIL IN 3"C EACH. 5. PROVIDE BUILDING MAIN DISTRIBUTION BOARD 'MDB'. 6. PROVIDE UL LISTED SURGE PROTECTIVE DEVICE BY LEA INTERNATIONAL, ALL PHASE PROTECTIONS, 100 KA OR APPROVED EQUAL- -1, EXTEND 03/0 GROUND ELECTRODE CONDUCTOR SYSTEM TO DRIVEN GROUND RODS, METALLIC COLD WATER PIPE AND BUILDING STEEL- 8, PROVIDE 3/4" DIA, X 10' LONG DIVE COPPER CLAD GROUND ROD SYSTEM. 9, BOND OF THE METALLIC COLD WATER PIPE TO THE GROUND ELECTRODE SYSTEM 10- BOND OF THE GROUND ELECTRODE SYSTEM TO BUILDING STEEL AND A 20' LENGTH OF REBAR IN THE FOUNDATION. 11. EXTEND A 03/0 GEC IN PC TO THE TELEPHONE TERMINAL BOARD. 12, LIGHTING CONTROL PANEL (LCP) BY LCD OR APPROVED EQUAL. 13. EXTEND 4 03/0 AND I % E:G. IN 2 "C. 14. EXTEND 3 41 AND I % Ej3. IN 1-1/2"C. VOLTAGE DROP STUDY TYPICAL BRANCH CIRCUIT CALCULATIONS ALL COPPER BRANCH CIRCUITS WIRE TYPE CU=1 TOTAL % WIRE TYPE AL=2 VOLTS VOLTS DROP DROP FROM FROM DISTANCE LOAD WIRE WIRE 9 OF LINE PANEL PANEL FROM TO IN FEET CURRENT TYPE SIZE RUNS PHASE VOLTS ------------------------------------------------------------------------ � �TYPICAL RIAXIMUM 20 A1�1P CIRCUIT LENGTHS ---------------- ---------------- ---------------- ---------------- - --------------- ---------------- ---------------- (PANEL 2300 VA LOAD 300 8 1 12 1 1 277 8.24 3.0 (PANEL 2300 VA LOAD 480 8 1 10 1 1 277 8.29 3.0 PANEL 2770 VA LOAD 250 10 1 12 1 1 277 8.27 3.0 (PANEL 2770 VA LOAD 400 10 1 10 1 1 277 8.32 3.0 PANEL 3462 VA LOAD 200 13 1 12 1 1 277 8.27 3.0 PANEL 3462 VA LOAD 320 13 1 10 1 1 277 8.32 3.0 PANEL 4155 VA LOAD 165 15 1 12 1 1 277 8.19 3.0 PANEL 4155 VA LOAD 270 15 1 10 1 1 277 8.43 3.0 VOLTAGE DROP STUDY TYPICAL BRANCH CIRCUIT CALCULATIONS ALL COPPER BRANCH CIRCUITS WIRE TYPE CU=1 TOTAL % WIRE TYPEAL=2 - - - -- - VOLTS VOLTS -- DROP DROP FROM FROM DISTANCE LOAD WIRE WIRE # OF LINE PANEL PANEL FROM TO IN FEET VOLTS -------------- - TYPICAL MAXIMUM 20 AMP CIRCUIT ------ ----CURRENT LENGTHS ---------TYPE -----------SIZE ---------RUNS --------PHASE -------- ---------------- ---------------- PANEL 1000 VA LOAD 130 8 1 12 1 1 120 3.57 3.0 PANEL 1000 VA LOAD 210 8 1 10 1 1 120 3.63 3.0 PANEL 1200 VA LOAD 110 10 1 12 1 1 120 3.64 3.0 PANEL 1200 VA LOAD 175 10 1 10 1 1 120 3.64 3.0 PANEL 1500 VA LOAD 87 13 1 12 1 1 120 3.60 3.0 PANEL 1500 VA LOAD 140 13 1 10 1 1 120 3.64 3.0 PANEL 1800 VA LOAD 72 15 1 12 1 1 120 3.57 3.0 PANEL 1800 VA LOAD 115 15 1 10 1 1 120 3.59 3.0 VOLTAGE DROP NOTES: 1- ALL CONDUCTORS COMPLY WITH THE VOLTAGE DROP REQUIREMENTS OF THE FLORIDA BUILDING CODE, FEEDER VOLTAGE DROP DOES NOT EXCEED 2%. BRANCH CIRCUIT VOLTAGE DROP DOES NOT EXCEED 390. ELECTRICAL RISER D I SCALE: NOT TO SCALE REVISIONS BY u�C, u L_ < C ti E u N . it ¢ E ~ '- _o 00 3 ti r > 3 E� ��� ►. �co U w U e0mlasolaa� ° ®cE Ia" 02-13-18 a STATE OF Cu Cm 9BBO�-pM -� I- 3 cn 6 Q v' C z u wan D a Lu o�oo d N i v ¢ 0)60,P4: _ L Z N o Cu a Nr` r- H i C o u .s Z z+' Ua J t g a o r a Q N +; Q a cu U O X KJ U L3 W U � Z O c J N O M m J E �. O Q V) -Op " U U O LL- - LL1 L- O U 0 � o U) (D = O 11) Q O L>. m -C z 0 v J w LL. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E7 PANEL r STDB 1Vjj SURFACEMOUNTID 480/277 VOLT 3 PHASE 4 WIRE WITH GROUND 1200AMCB NEMA I 65.000 AIC NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT To—LTTPOLEI TRIP NO. 1 1 PANEL'IHA' 200 3 480 47420 11080 480 3 100 ELEVATOR#1(*)(**) 2 6 1 3 42650 11080 (30 HP) 4 6 1 5 -- 46309 11080 -- 6 6 5 1 71 PANEL'1HB' 200 3 480 33695 11080 1 (SHUNT TRIP) 8 5 5 9 --- 31910 11080 480 3 100 ELEVATOR#2(*)(**) 10 5 5 11 ----- 38410 11080 (30 HP) 121 5 1 13 PANEl'2HA' 200 3 480 36685 11080 - -- 14 5 1 15 --- 39045 1 (SHUNT TRIP) 16 1 17 ----- 41264 1 SPACE 18 5 19 PANEL'21IB' 200 3 480 40454 16500 480 3 70 RTU-1 20 4 5 21 ---- 29975 F16800 ---- 2' 4 5 23 --- 34550 16800 __—_ 24 4 25 SPARE 200 3 480 16800 480 3 70 RTU-2 -161 4 27 ---- - 16800 ------ 28 4 29 ----- 16800 ---- 30 4 31 SPARE 200 3 480 16800 480 3 70 RTU-3 32 4 33 T 1-6800 -- 34 4 35 ---- 16800 --- 361 4 37 SURGE PROTECTIVE DEVICE 60 3 480 16800 480 3 70 RTU-4 38 4 39 ------ 16800 ----- 40 4 411 16800 --- 42 4 CONNECTED VA 258694 23294C SYSTEM VOLTS 277/480V, 3 PHASE PTiA SF. AA4PS gul PA NOTES LOAD TYPE ISLARGER CONNECTED NEC DEMAND DEMAND LOAD 1 LIGHTING 253373 125 316716 VA 0 VA 0 VA 201600 VA 253314 VA 41550 VA 0 VA 813180 VA 2 RECEPTACLES 0 1 3 AIR CONDITIONING 0 0 4 HEATING 201600 1 5 MISC. NON -CONTINUOUS 253314 1 6 CONTINUOUS 33240 1.25 7 KITCHEN 0 0.65 TOTAL 277/4SOV', 3 PHASE 979 AM PS NOTE() (* ). PROVIDE BREAKER WITH SHUNT TRIP MECHANISUM. SHUNT TRIP TO BE ACTIVATED BYBUILDING FIREALARM SYSTEM (* *). VERIFY BREAKER WITH SIZE W ITH EQUIPMENT NAMEPLATE - NEC DEMAND DEMAND LOAD VOTES LOAD TYPE CONNECTED 5 PANEL HT j� SURFACE MOUNTED 180,'277 VOLT 3 PHASE 4 WIRE WITH GROUND 200A MLO NEMA 1 65.000AIC NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLEIVOLT1 VOLT POLE TRIP NO. 1 I EXAM ROOMS 20 1 277 2850 18580 480 3 125 TRANSFORNIER'1LB' '_ 5 1 3 OFFICES/RESTBREAKROOMS 20 1 277 2470 19440 (75KVA) 4 5 1 5 CORRIDORLIGHS 20 1 277 1850 17560 --- 6 5 1 7 RECEPTIONAREA LIGHTS 20 1 277 765 277 1 20 SPARE 8 9 SPARE 20 1 277 277 1 20 SPARE 10 11 SPARE 20 1 277 S000 277 1 40 V.AV-B1(*) 12 4 13 SPARE 20 1 277 3500 277 1 20 VAV-132(*) 14 4 151 SPARE 20 1-- -277 - " - 4500 277 —1 25 " - VAV-133 (*) - 16 4 17 SPARE 20 1 277 5500 277 1 25 VAV-134(*) 18 4 19 SPARE 20 1 277 8000 277 1 40 VAV'B5(*) 20 4 21 SPARE 20 1 277 5500 277 1 25 VAV-136(*) 22 4 23 SPARE 20 1 277 5500 277 1 25 VAV-137(*) 24 4 25 SPARE 20 1 277 277 1 20 SPARE 26 271 SPARE 20 1 277 277 1 20 SPARE 28 29 SPARE 20 1 277 277 1 20 SPARE 30 31 SPACE 1 1 SPACE 32 33 SPACE 1 1 SPACE 34 35 SPACE 1 1 SPACE 36 37 SPACE 1 i SPACE 3S 39 SPACE 1 1 SPACE 40 1 411 SPACE 1 1 SPACE 42 CONNECTED SYSTEM PHASE VA VOLTS AMPS 33695 31910 38410 139 NOTE (* ) *. VERFIY BREAKER WITH EQUIPMENT NAME PLATE. 277/480V. 3 PHASE 122 115 NOTES LOAD TYPE 1SLARGE.R CONNECTED NEC DEMAND DEMAND LOAD 1 LIGHTING 7935 125 9918.75 VA 0 VA 0 VA 40500 VA 55580 VA 0 VA 0 VA 105999 VA 2 RECEPTACLES 0 1 3 AIR CONDITIONING 0 0 4 HEATING 40500 1 5 MISC. NON -CONTINUOUS 55580 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 277/480V, 3 PHASE 128 AMPS PANEL ILA SURFACE MOUNTED 120/208 VOLT 3 PHASE 4 WIRE WITH GROUND 225A MCB NEMA I 22.000AIC NOTES CKT. I DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 2 1 OFFICE # 1039 RECEPTACLES 20 1 120 900 1 900 120 1 20 BREAK RM# 1048 RECEPTACLES 2 2 2 3 EXAM # 1040 RECEPTACLES 20 1 120 900 1 1200 120 1 20 BREAK RM#1048 FROC;E 4 5 2 5 EXAM # 1041 RECEPTACLES 20 1 120 900 1 1500 120 1 20 1 BREAK RM# 1048 APPLIANCE-1 6 5 2 7 EXAM # 1042 RECEPTACLES 20 1 120 900 1500 120 1 20 1 BREAK RM# 1048 MICROWAVE 8 5 2 91 EXAM # 1043 RECEPTACLES 20 1 120 900 1 1200 120 1 20 BREAK RM41048 APPLIANCE-2 10 5 2 11 EXAM # 1044 RECEPTACLES 20 1 120 900 1200 120 1 20 BREAK RM# 1048 DISPOSAL 12 5 2 13 OFFICE # 1046 RECEPTACLES 20 1 120 900 1080 120 1 20 CORRIDOR RECEPTA CLES-1 14 2 2 15 EXAM # 1047 RECEPTACLES 20 1 120 900 I 900 120 1 20 CORRIDOR RECEPTACLES-2 16 2 2 17 OFFICE# 1037 RECEPTACLES 20 1 1 120 900 1080 120 1 20 REFERRALS RM RECEPTACLES-1 18 2 2 191 EXAM # 1036 RECEPTACLES 20 1 120 900 1260 120 1 20 REFERRALS RM RECEPTACLES-2 201 2 2 21 EXAM # 1026 RECEPTACLES 20 1 120 900 T54T 120 1 20 CORRIDOR RECEPTACLES-3 22 2 2 23 EXAM # 1025 RECEPTACLES 20 1 120 900 540 120 1 20 BLOOD DRAW RECEPTACLES-1 24 2 2 35 OFFICE # 1024 RECEPTACLES ZO 1 120 900 1000 120 1 20 BLOOD DRAW RECEPTACLES-2 M 5 2 27 OFFICE # 1023 RECEPTACLES 20 1 120 900 1500 120 1 20 LAB RECEPTION COPIER 28 5 2 29 EXAM # 1022 RECEPTACLES 20 1 120 900 900 120 1 20 LAB RECEPTION RECEPTACLES-1 30 2 2 31 EXAM # 1021 RECEPTACLES 20 1 120 900 900 120 I 20 LAB RECEPTION RECEPTACLES-2 32 2 2 33 EXAM # 1020 RECEPTACLES 20 1 120 1 900 1000 120 1 20 LAB FRIDGE 34 5 2 35 NURSE STATION # 1033 RECEPTA 20 1 120 1080 540 120 1 20 LABRECEPTACLES-1 36 2 5 37 NURSE STATION # 1033 FRIDGE 20 1 120 1000 1 1000 120 1 20 LAB RECEPTA CLES-2 38 5 2 39 NURSE STATION #1033 RECEPT -2 20 1 120 540 1080 120 1 20 WAFTING# 1005 RECEPTACLES 40 2 2 41 TOILET RECEPTACLES 20 1 120 720 120 1 20 SPARE 42 2 43 EXAM # 1028 RECEPTACLES 20 1 120 900 1 500 120 1 20 E1fiC 44 5 2 45 EXAM # 1030 RECEPTACLES 20 1 120 1000 120 1 20 IT ROOM RECEPTACLES-1 46 5 5 1 471 RECEPTION #1010 COPIER 20 1 120 1 1000 120 1 20 IT ROOM RECEPTACLES-2 48 5 2 491 RECEPTION # 1010 RECEPTACLE-1 20 1 120 720 1000 120 1 20 IT ROOM RECEPTACLES-3 501 5 2 51 RECEPTION # 1010 RECEPTACLE-2 20 1 120 720 120 1 20 SPARE 52 2 53 RECEPTION # 1010 RECEPTACLE-3 20 1 1 120 720 120 l 20 SPARE 54 2 55 RECEPTION # 1010 REC'EPTACLE4 20 1 120 540 120 1 20 SPARE 56 5 57 MIDS RM FRIDGE 20 1 120 1000 120 1 20 SPARE 58 2 59 NURSE STATION #1015 RECEPT -1 20 1 120 1080 120 1 20 SPARE 60 5 61 NURSE STATION #1015 FRIDGE 20 1 120 1000 120 1 20 SPARE 62 2 63 NURSE STATION #1015RECEPT.2 20 1 120 540 120 1 20 SPARE 64 5 65 RESTROOM SENSORS 20 1 120 500 120 1 20 SPARE 66 2 671 WOMEV'SRRRECEPTACLES 20 1 120 900 120 1 20 SPARE 68 2 69 MENSRRRECEPTACLES 20 1 120 900 120 1 20 SPARE 70 71 SPARE 20 1 120 120 1 20 SPARE 72 73 SPARE 20 1 120 1500 120 1 20 ELEVATOR # 1 CAB LIGHTS (*) 74 I 75 SPARE 20 1 120 1 1 (SHUNT TRIP) 76 1 771 ELEVATOR TOP LTS R RECEPT. 20 1 120 440 1500 120 1 20 ELEVATOR #2 CAB LIGHTS (*) 781 1 5 79 IT ROOM AHU-1 15 1 120 200 1 1 (SHUNT TRIP) 80 5 81 ELEVATOR SUMP PUMP 20 1 120 1200 120 1 20 SPARE 82 1 83 ELEVATOR PITLTS/RECEPT 20 1 120 420 1 750 120 1 15 WATER, RECIR. PUMP 84 5 CONNECTED VA SYSTEM VOLTS PHA SF AMPS 21300 18720 18470 NOTE( ) 120/208V, 3 PHASE 1 179 1561 154 NOTES LOAD TYPE CONNECTED NEC DEMAND DEMAND LOAD 1 LIGHTING 3860 125 4825 VA 22190 VA 0 VA 0 VA 20250 VA 0 VA 0 VA 47265 VA 2 RECEPTACLES 34380 1 3 AIRCONDITIONNG 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 20250 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 120/208V, 3 PHASE 131 AMPS (* ). PROVIDE BREAKER WITH SHUNT TRIP MECHANISUM. SHUNT TRIP TO BE ACTIVATED BYBUILDING FIREALARM SYSTEM PANEL ILB SURFACEMOUNTID 120/208 VOLT 3 PHASE 4 WIRE IN71TH GROUND 225AMCB NEMA 1 22,000 AIC NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT, NOTES NO I TRIP POLE VOLT VOLT POLE TRIP NO. 2 1 OFFICE # 1059 RECEPTACLES 20 1 120 720 1 720 120 1 20 BREAK RM# 1099 RECEPTACLES 2 2 2 3 OFFICE # 1060 RECEPTACLES 20 1 120 720 1 1200 120 1 20 BREAK RM# 1099 FRIDGE 4 5 2 5 OFFICE# 1064 RECEPTACLES 20 1 120 720 1 1200 120 1 20 BREAK RM#1 099 APPLIANCE-1 6 5 2 7 OFFICE # 1065 RECEPTACLES 20 1 120 720 1500 120 1 20 BREAK RM#1 099 APPLIANCE-2 8 5 2 9 OFFICE # 1066 RECEPTACLES 20 1 120 720 1200 120 1 20 BREAK RM# 1099 MICROWA VE 10 5 2 11 TOILET RECEPTACLES 20 1 120 720 1 1200 120 1 20 BREAK R14f#1099APPLIANCE-2 12 5 2 13 CLOSET/CORRRECEPTACLES 20 1 120 900 1 1200 120 1 20 BREAK RM#1099DISPOSAL 14 5 2 15 EXAM 4 1075 RECEPTACLES 20 1 120 900 1 1200 120 1 20 BREAK RM#1099APPLIANCE-3 16 5 2 17 EXAM 0 1076 RECEPTACLES 20 1 120 900 1 1200 120 1 20 BREAK RNI#1099DISIBVASHER 1S 5 2 19 CORRIDOR RECEPTACLES 20 1 120 900 1 120 1 20 SPARE 20 2 211 PROCEDURE # 1069 RECEPTACLES 20 1 120 900 120 1 20 SPARE 22 2 23 EXAM # 1070 RECEPTACLES 20 1 120 900 1 120 1 20 SPARE 24 2 25 EXAM # 1079 RECEPTACLES 20 1 120 900 900 120 1 20 EXAM # 1083 RECEPTACLES 26 2 2 27 EXAM # 1080 RECEPTACLES 20 I 120 900 900 120 1 20 EXAM # 1082 RECEPTACLES 28 2 2 29 EXAM#1088RECEPTACLES 20 1 120 900 1 120 1 20 SPARE 30 2 3I PROCEDURE# 1091 RECEPTACLES 20 1 120 900 120 1 20 SPARE 32 2 331 EXAM # 1092 RECEPTACLES 20 1 120 900 120 1 20 SPARE 34 2 35 EXAM # 1093 RECEPTACLES 20 1 120 900 1 120 1 20 SPARE 36 2 37 EXAM#1094RECEPTACLES 20 1 120 900 120 1 20 SPARE 38 2 39 EXAM # 1095 RECEPTACLES 20 1 120 900 120 1 20 1 SPARE 40 2 41 OFFICE 1096 RECEPTACLES 20 1 120 720 120 1 20 SPARE 42 2 431 RECEPTION #1057RECEPTACLE-5 20 1 120 720 120 1 20 SPARE 44 2 45 RECEPTION # 1057 RECEPTACLE-6 20 1 120 1 900 120 1 20 SPARE 46 5 47 RECEPTION # 1057 COPIER 20 1 120 1500 120 1 20 SPARE 48 2 49 RECEPTION # 1057 RECEPTACLE-1 20 1 120 720 120 1 20 1 SPARE 50 2 51 RECEPTION # 1057 RECEPTA CLE-2 20 1 120 720 120 1 20 SPARE 52 2 1 531 RECEPTI ON # 10 5 7 RECEP TA CLE-3 20 1 120 720 120 1 20 SPARE 54 2 55 RECEPTION # 1057 RECEPTA CL E-4 20 1 120 540 120 1 20 SPARE 56 2 57 SPARE 20 1 120 720 120 1 20 SPARE 58 2 59 CORRIDOR/STORAGERECEPT 20 1 120 120 1 20 SPARE 60 2 61 NURSE # 1078 RECEPTACLES-1 20 1 120 1080 120 1 20 SPARE 62 2 631 NURSE # 1078 RECEPTACLES-2 20 1 120 1080 1500 120 1 20 SITE PYLON SIGN 64 1 2 65 NURSE# 1078 RECEPTACLES-3 20 1 120 720 1000 120 1 20 BUILDING SIGN-1 66 1 2 67 NURSE # 1078 FRIDGE 20 1 120 1000 1 1000 120 1 20 BUILDING SIGN-2 68 1 2 69 NURSE # 1098 RECEPTACLES-1 20 1 120 720 1000 120 1 20 BUILDING SIGN-3 701 1 2 71 NURSE # 1098 RECEPTACLES-2 20 1 120 360 1000 120 1 20 BUILDING SIGN-4 721 1 5 731 NURSE 1098 FRIDGE 20 1 120 1000 360 120 1 20 LOBBYRECEPTACLES 74 2 751 SPARE 20 1 120 360 120 1 20 EX ERIORRECEPTACLES 76 2 5 77 AUTODOOR-1 20 1 120 1000 540 120 1 20 FOYERlLOBBYRECEPTACLES 78 2 5 79 AUTODOOR-2 20 1 120 1000 1 900 120 1 20 WAFTING#1056RECEPTACLES 80 2 5 81 AUTO DOOR-3 20 1 120 1000 1000 120 1 20 FIRE ALARM CONTROL PANEL (*) Sl 5 5 83 AUTO DOOR-4 20 l 120 1000 360 120 1 20 ELECTRICAL RM RECEPTACLES 84 2 CONNECTED SYSTEM PHASE VA VOLTS AMPS 18580 19440 17560 146 NOTE ( ) *. PROVIDE LOCK ON DEVICE. BREAKER TO BE RED IN COLOR 120/208V, 3 PHASE 155 162 NOTES LOAD TYPE CONNECTED NEC DEMAND DEMAND LOAD 1 LIGHTING 5500 1.25 6875 VA 21340 VA 0 VA 0 VA 17400 VA 0 VA 0 VA 45615 VA 2 RECEPTACLES 32680 1 3 AIR CONDITIONING 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 17400 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 120/208V, 3 PHASE 1 127 AMP ELECTRICAL PANEL WHEDULE3 SCALE: NOT TO SCALE REVISIONS BY �i x 0 X U K r � i L � U x vi W x s U ®1olBlll/s� s v 0- - 3-18 C2 STATE OF Ln ®®®TIaIII��4- 3 I I' ro 6 Q N d Z - twin u o N ,v ❑ Z.9 NLr)� a WL, in N O IY¢m6 f� c CD J3 No W ❑ Q-Q y n CuUAL CU+ Z s Ud u s O) a T 0 MNQ a X CuU U `SJ U W U � Z v � o C J C):: N -n U V) m J E O Q 0 U � O U O L� — Ld - O U -72 N •N v L N :3 Q O 0 m t _ a Z p v J w LL Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E8 PANEL 2 u A 1 A SURFACEMOUNTED 480/277 VOLT 3 PHASE 4 w' IRE WITH GROUND 200AMLO VEMA I 65.000 A IC NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 1 I EXAM ROOMS 20 l 277 1890 19070 480 3 125 TRANSFORMER'21A' 2 5 1 3 OFFICES/ REST/BREAK ROOMS 20 1 277 2195 17760 (75KVA) 4 5 1 5 CORRIDOR/RECEPTION LIG-IS 20 1 277 1884 17530 6 5 1 7 INFUSION RM LIGHTS 20 1 277 2565 1 277 1 20 SPARE 8 9 SPARE 20 1 277 8000 277 1 40 VAV-CI (*) 10 4 1 11 LOBBY PENDANTS LIGHTS 20 1 277 850 1 277 1 40 SPARE 12 1 13 LOBBY/R'AITNGDOVI'NUGiTS 20 1 277 2160 5500 277 1 25 VAV-C2(*) 14 4 1 15 LOBBY/WAITING COVE LIGHTS 20 1 277 1450 4500 277 1 25 VAV-C3(*) 16 4 1 171 EIJMEC33/RWOFFICELTS 20 1 277 1250 1 7000 277 1 35 VAV-C4(*) 18 4 19 SPARE 20 1 277 5500 277 1 25 VAV-05(*) 20 4 21 SPARE 20 1 277 5500 277 1 25 VAV-C6(*) 22 4 23 SPARE M 1 277 8000 277 1 40 VAVC7(*) 241 4 25 SPARE 20 1 277 277 1 20 SPARE 26 27 SPARE 20 1 277 277 1 20 SPARE 28 291 SPARE 20 1 277 1 277 1 20 SPARE 30 31 SPARE 20 1 277 1 SPACE 32 33 SPARE 20 1 277 1 SPACE 34 35 SPARE 20 1 277 1 1 SPACE 36 37 SPARE 20 1 277 1 SPACE 38 391 SPARE 20 1 277 1 SPACE 40 1 1 411 LIC94TING CONTROL PANEL 1LCP 20 1 277 250 1 4500 277 1 25 ER'H-2 (*) 42 5 CONNECTED VA SYSTEM VOLTS 366851 394051 41264 277/480V, 3 PHASE NEC DEMAND DE6tANDLOAD PHASEAMPS 132 142 1491 NOTE() *. VERFIY BREAKER WITH EQUIPMEN T NAME PLATE. NOTES LOAD TYPE CONNECTED PANEL 2fM SURFACE MOUNTED 4801277 VOLT 3 PHASE 4 WIRE WITH GROUND 200AMLO NEMA 1 65.000 A IC NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 1 11 EXAM ROOMS 20 1 277 3094 1 17900 480 3 125 TRANSFORMER'2LB' 2 5 1 3 OFFICES/RESTBREAK ROOMS 20 1 277 2015 17960 (75KVA) 4 5 1 5 CORRIDOR LIGHS 20 1 277 2430 1 17920 — 6 5 1 7 RECEPTIONAREA LIGHTS 20 1 277 460 277 1 20 SPARE 8 9 SPARE 20 1 277 277 1 20 SPARE 10 I SPARE 20 1 277 1700 277 1 15 VAV-D1(*) 12 4 131 SPARE 20 1 277 1 1 5500 277 1 25 VAV-D2(*) 14 4 151 SPARE 20 1 277 1 4500 277 1 25 VAV-D3 (*) 16 4 17 SPARE 20 1 277 70W 277 1 35 VAV-D4 (*) 18 4 19 SPARE 20 1 2n 5500 277 1 25 VAV-D5(*) 20 4 21 SPARE 20 1 277 1 5500 277 1 25 VAV-D6 (*) 22 4 23 SPARE 20 1 277 5500 277 1 25 VAV-D7 (* 24 4 25 SPARE 20 1 277 8000 277 1 40 VAV-D8(*) 26 4 271 SPARE 20 1 277 1 277 1 20 SPARE 28 29 SPARE 20 1 277 277 1 20 1 SPARE 30 31 SPACE 1 I SPACE 32 33 SPACE 1 1 SPACE 34 35 SPACE 1 1 SPACE 36 37 SPACE 1 1 SPACE 38 391 SPACE 1 1 SPACE 40 411 SPACE I 1 SPACE 42 CONNECTED VA SYSTEM VOLTS PHA SF. AMPS 40454 299751 34550 277/480V, 3 PHASE 1 1461 1081 125 NOTES LOAD TYPE IS LARGER CONNECTED NEC DEMAND DEMAND LOAD 1 LIGHTING 7999 125 9998.75 VA 0 VA 0 VA 43200 VA 3780 VA 0 VA 0 VA 1106979 VA 2 RECEPTACLES 0 1 3 AIR CONDITIONING 0 0 4 HEATING 43200 1 MISC. NON -CONTINUOUS 53780 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 277/480V. 3 PHA! 1 129 AMPS PANEL. 2T L SURFACE MOUNTED 120/208 VOLT 3 PHASE 4 WIRE WITH GROUND 225AMCB NEMA 22,000AIC NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 2 1 INFUSION RM RECEPTA CLES-1 20 1 120 720 540 120 1 20 BREAK RM#2008RECEPTACLES 2 2 2 3 INFUSION RM RECEPTACLES-2 20 1 120 1 720 1200 120 1 20 BREAK RM#2008 FRIDGE 4 5 2 5 INFUSION RM RECEPTACLES-3 20 1 120 540 1 1200 120 1 20 BREAK RM#2008 APPLIANCE-1 6 5 2 7 INFUSION RM RECEPTACLES-4 20 1 120 900 1500 120 I 20 BREAK RM#2008 MICROWAVE 8 5 2 9 INFUSIONRMRECEPTACLES-5 20 1 120 720 1 1200 120 1 20 BREAK RM#2008APPLLANCE-2 101 5 2 11 INFUSION RM RECEPTACLES-6 20 1 120 720 1 1200 120 1 20 BREAK Rbt#2008 APPLIANCE-3 12 5 5 13 INFUSIONRMTVRECEPTA 20 1 120 800 1200 120 1 20 BREAK RM#2008 DISPOSAL 14 5 5 15 INFUSIONRMTVRECEPT.-2 20 1 120 800 1200 120 1 20 BREAK RM#2008 DISHWASHER 16 5 2 17 NURSE #204 RECEPTACLE-1 20 1 120 900 1 1500 120 1 20 RECEPTION #2005 COPIER 18 5 Z 19 NURSE# 204 RECEPTACLE-2 20 1 120 900 120 1 20 SPARE 20 2 21 TOILET RECEPTACLES 20 1 120 900 900 120 1 20 RECEPTION 42005 RECEPTACLE-1 22 2 5 23 NUTRITION RECEPTACLES 20 1 120 1000 720 1210 1 20 RECEPTION #2005 RECEPTACLE-2 24 2 5 25 NUTRITION FRIDGE 20 1 120 1000 720 1 20 RECEPTION #2005 RECEPTACLE-3 26 2 2 27 CORRIDOR RECEPTACLES-1 20 1 120 900 720 1 20 RECEPTION #2005 RECEPTACLE-4 28 2 2 29 PHARMACYRECEPTACLES-1 20 1 120 720 540 1 20 RECEPT]ON#2005RECEPTACLE-5 30 2 5 31 PHARMACYRECEPTACLES-2 20 1 120 1000 1080 1 20 NURSE #2019 RECEPTACLES-1 32 2 5 33 PARMACYUC REFRIGERATOR 20 1 120 1000 1 720 120 1 20 NURSE #2019 RECEPTACLES-2 34 2 2 35 OFFICE #2030 RECEPTACLES 20 1 120 720 1000 120 1 20 NURSE #2019FRIDGE 36 5 2 37 EXAM #2022 RECEPTACLES 20 1 120 900 900 120 1 20 EXAM #2013 RECEPTACLES 381 2 2 391 EXAM #2021 RECEPTACLES 20 1 120 900 1 720 120 1 20 CORRIDOR RECEPTACLES-2 40 2 2 41 EXAM #2018 RECEPTACLES 20 1 120 900 1080 120 1 20 WAITING#2004 RECEPTACLES 42 2 2 43 EXAM #2017 RECEPTACLES 20 1 120 900 750 120 1 20 E11'C 44 5 2 45 EXAM # 2016 RECEPTACLES 20 1 120 900 360 120 1 20 LOBBY/HOUSEKEEPINGRECEPT 46 2 2 47 OFFICE #2015REC'EPTACL ES 20 1 120 720 720 120 1 20 OFFICE#2044RECEPTACLES 48 2 2 49 OFFICE #2014 RECEPTACLES 20 1 120 720 120 1 20 SPARE 50 2 51 EXAM #2028 RECEPTACLES 20 1 120 900 120 1 20 SPARE 52 2 53 EXAM #2027 RECEPTACLES 20 1 1 120 900 120 1 20 1 SPARE 54 2 55 SCHEDULE#2034RECEPTACLE 20 1 120 720 120 1 20 SPARE 56 5 57 PARMACYEQUIPMENT 20 1 120 1200 1 120 1 20 SPARE 58 5 59 PARMACYHOOD SYSTEM 20 1 120 1200 1 120 1 20 SPARE 60 5 61 PARMACY REFRIGERATOR 20 1 120 1000 120 1 1 20 SPARE 62 63 SPARE 20 1 1 120 120 1 20 SPARE 64 5 65 RESTROOM SENSORS 20 1 120 500 120 1 20 SPARE 66 2 67 WOMEN'S RR RECEPTA CLES 20 1 120 900 120 1 20 SPARE 68 2 69 MENS RRRECEPTACLES 20 1 120 900 120 1 20 SPARE 70 71 SPARE 20 1 120 120 1 20 SPARE 72 73 SPARE 20 1 120 1 120 1 20 SPARE 74 75 SPARE 20 1 120 120 1 20 SPARE 76 77 SPARE 20 1 120 120 1 20 SPARE 78 5 79 CU-1ONROOF 20 1 120 1920 120 1 20 1 SPARE 80 2 81 ROOF HVAC SERVICE RECEPT. 20 1 120 900 1 120 1 20 1 SPARE 82 831 SPARE 20 1 120 750 120 1 15 WATER RECIR.PUMP 841 5 CONVECTED SYSTEM PHASEAMPS VA VOLTS 19070 17760 17530 1461 NOTE( ) 120/208V, 3 PHASE 159 148 NOTES LOAD TZPE CONNECTED NEC DEMAND DEMAND LOAD 1 LIGHTING 0 125 0 VA 20120 VA 0 VA o VA 24120 VA 0 VA 0 VA 44240 VA 2 RECEPTACLES 30240 1 3 AIR CONDITIONING 0 0 4 HEATING 0 0 5 MISC. NON CONTINUOUS 24120 1 6 CONTINUOUS 0 1.25 1 KITCHEN 0 0.65 TOTAL 120/208V. 3 PHASE 123AMPS PANEL 2T D L17 '-= LECTRICAL PANEL 50CWEPULES SCALE. SURFACE I4f0UNTID 120/208 VOLT 3 PHASE 4V1'IltER'ITHGROUND 225A MCB NEMA 1 22.000AIC NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES N0. TRIP POLE VOLT VOLT POLE TRIP NO. 2 1 OFFICE 42050 RECEPTACLES 20 1 120 720 900 120 1 20 BREAK RM#2052 RECEPTACLES 2 2 2 3 OFFICE#2051 RECEPTACLES 20 1 120 720 1200 120 1 20 BREAKRM#2052 FRIDGE 4 5 2 5 OFFICE #2055RECEPTACLES 20 1 120 720 1000 120 1 20 BREAK RM#2052APPLIANCE-I 6 5 2 7 EXAM #2056 RECEPTACLES 20 1 120 900 1000 120 1 20 BREAK Rh1#2052APPLIANCE-2 8 5 2 9 EXAM #2057 RECEPTACLES 20 1 120 900 I500 120 1 20 BREAK RM#2052 MICROWAVE 10 5 2 11 TOII.ETRESTROOMS 20 1 120 900 1200 120 1 20 BRFAKRbi#2052DISPOSAL 12 5 Z 13 EXAM #2061 RECEPTACLES 20 I 120 900 1000 120 1 20 NURSE #2080UC REFRIGERATOR 14 5 2 15 EXAM #2062 RECEPTACLES 20 ( 120 900 1080 120 1 20 PRE -OP #2093 RECEPTACLES-1 16 Z 2 17 EXAM #2071 RECEPTACLES 20 1 120 900 1000 120 1 20 PRE -OP #2093 RECEPTACLES-2 18 5 2 19 EXAM #2072 RECEPTACLES 20 l 120 900 1000 120 1 20 PRE -OP #2093 FRIDGE 20 5 2 21 EXAM#208ZRECEPTACLES 20 t 120 900 720 120 1 20 NURSE #2079 RECEPTACLES 22 2 2 23 OFFICE #2083RECEPTACLES 20 1 120 720 540 120 1 20 N�IJItSE#2080RECEPTACLES 24 2 2 25 EJiAlV1 #2084 RECEPTACLES 20 1 120 900 720 120 1 20 CORRIDOR RECEPTACLES-2 26 2 2 27 EXAM #2085RECEPTACLES 20 1 120 900 1080 120 1 20 CONFERENCE #2002RECII'T.-1 28 2 2 29 EXAM#2086RECEPTACLES 20 1 120 900 1000 120 1 20 CONFIltIIVCE#2002RECEPT.-2 30 5 2 31 EXAM #2088 RECEPTACLES 20 1 120 900 1000 120 1 20 CONFERENCE #2002RECEPT.-3 32 5 2 33 EXAM #2089 RECEPTACLES 20 1 120 900 1000 120 1 20 CONFERENCE 42002 FRIDGE 34 5 2 35 OFFICE #2090 RECEPTACLES 20 l 120 720 1200 120 1 20 CONFERENCE #2002 PROJECTOR 36 5 2 37 NURSE #2059RECEPTACLES- l 20 1 120 120 1080 120 1 20 WAITING #2047RECEPTACLES 38 2 2 39 NURSE #2059 RECEPTACLES-2 ZO 1 120 720 1200 120 t 20 A'AITINGVINDINGIbtACHINE-1 40 5 5 41 NURSE #2059FRIDGE 20 1 120 720 1200 120 1 ZO WAITING VENDING MACH[NE-2 42 5 2 43 RECEPTION #2048 RECEPTACLE-1 20 1 120 720 1200 120 1 20 `;l'AITINGVENDINGMACHINE-3 44 5 2 45 RECEPTION #2048 RECEPTACLE-2 20 1 120 720 120 1 20 SPARE 46 2 47 RECEPTION #2048 RECEPTACLE-3 20 1 120 900 120 1 20 SPARE 48 2 49 RECEPTION #Z048RECEPTACLE-4 20 1 120 720 120 t 20 SPARE 50 2 51 RECEPTION #2048RECEPTACLE-5 20 1 120 900 120 1 20 SPARE 52 5 53 RECEPTION #2048 COPIER 20 1 120 1500 120 I 20 SPARE 54 2 55 EXAM #2067 RECEPTACLES 20 I 120 900 120 1 20 SPARE 56 2 57 EXAM # 2068 RECEPTACLES 20 1 120 900 120 1 20 SPARE 58 2 59 CORRIDOR RECEPTACLES-1 20 1 120 900 120 1 20 SPARE 60 2 61 SCHEDULE#2076RECETPACLES 20 1 120 720 120 1 20 SPARE 62 2 63 PROCEDURE #2092RECEPT-I 20 1 120 720 120 1 20 SPARE 64 2 65 PROCEDURE#2092RECEPT-? 20 1 120 540 120 1 20 SPARE 66 67 SPARE 20 1 120 120 I 20 SPARE 68 69 SPARE 20 1 120 120 1 20 SPARE 70 71 SPARE 20 1 120 120 1 20 SPARE 72 73 SPARE 20 1 120 120 1 20 SPARE 74 75 SPARE 20 1 120 120 1 20 SPARE 76 77 SPARE 20 1 120 360 120 1 20 EL ROOM RECEPTACLES 78 2 79 SPARE 20 1 120 1000 120 1 20 IT ROOM RECEPTACLES-1 80 5 81 SPARE 20 1 120 1000 120 1 20 IT ROOM RECEPTACLES-2 82 5 83 SPARE 20 1 120 1000 120 1 20 IT ROOM RECEPTACLES-3 84 5 CONNECTED SYSTEM PHASE VA VOLTS AMPS 17900 17960 17920 149 NOTE( ) *. 120/208V, 3 PHASE 149 150 NOTES LOAD TYPE CONNECTED NEC DEMAND DEMAND LOAD i LIGHTING 0 125 0 VA 20930 VA 0 VA 0 VA 21920 VA 0 VA 0 VA 42850 VA 2 RECEPTACLES 31660 1 3 AIR CONDITIONING 0 0 4 HEATING 0 0 i MISC. NON -CONTINUOUS 21920 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 120/208V, 3 PHASE MPS1 119 A0 NOT TO SCALE 5STATE OF . 044 ) REVISIONS BY i ' n \ J ` 1 i— F I i`E AL ARIA S"'rSTF� 5"50L S LEGEND S`r'M50L DESCRIPTION MOUNTING o\ FIRE ALARM COMBINATION HORN/STROBE UNIT. 80 INCHES ABOVE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER 15 LOWER 1/0\1 FIRE ALARM STROBE UNIT. 80 INCHES ABOVE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER IS LOWER FIRE ALARM MANUAL PULL STATION. M.H. 40" TO TOP, O FIRE ALARM SMOKE DETECTOR. CEILING. O FIRE ALARM HEAT DETECTOR CEILING. ® FIRE ALARM FAN OR AIR HANDLER SHUT DOWN RELAY. WITHIN 3' OF EQUIPMENT. 'FACP' FIRE ALARM SYSTEM MAIN CONTROL PANEL ('FACP'). SEE ELEVATION M.H. 6'-O" TO TOP. RACEWAY CONCEALED IN CEILING OR WALL. SEE SPECIFICATIONS. RACEWAY CONCEALED UNDER FLOOR OR BELOW GRADE. SEE SPECIFICATIONS- - — — RACEWAY EXPOSED ON WALL OR CEILING. SEE SPECIFICATIONS. o UP RACEWAY RISER, UP OR DOWN AS NOTED. SEE SPECIFICATIONS. g, COMBINATION MAGNETIC MOTOR STARTER SEE SPECIFICATIONS. EX DENOTES EXISTING DEVICE TO REMAIN IN PLACE, FIRE ALARM SYSTEM FLOW SWITCH. SEE SPECIFICATIONS. Ff=,R;ALARM SYSTEM TAMPER SWITCH. SEE SPECIFICATIONS. F f IRE AL,41R1l CONDUCTOfR SCI- EDUL°E DESIG- NATION CONDUCTOR DEVICE TYPE COLOR CODE A 2 NO. 16 'THHN' - STRANDED INITIATION DEVICES TWISTED PAIR B 2 NO. 14 'THHN' - STRANDED VISUAL DEVICES RED/BLACK C 2 NO. 14 'THHN' - STRANDED AUDIO DEVICES WHITE/YELLOW E 2 NO. 14 'THHN' - STRANDED AUXILLIARY RELAYS BLUE/ORANGE F 2 NO. 14 'THHN' - STRANDED SUPERVISORY DEVICES PURPLE/BROWN FIRE/SMOKE DAMPER HVAC AIR HANDLINGS UNIT —N FIRE BELL TO ADDITIONAL NOTIFICATION APPL I ANCES.—\ TO ADDITIONAL DOOR HOLDER; ELEVATOR CONTROLLER HVAC SYSTEM CONTROLLER FIRE ALARM CONTROL PANEL FACP FIRE ALARM RELAY, ADJACENT TO EACH DAMPER TO ADDITIONAL CONTROLLED DEVICES. TO ADDITIONAL INITIATING DEVICES. SPRINKLER FLOW SWITCH. \-- TO ADDITIONAL MONITORED DEVICES. SPRINKLER TAMPER SWITCH. TEST SWITCH, LOCATE ADJACENT TO EACH DUCT DETECTOR REMOTE ANNUNCIATOR PANEL (FAAP) AS SHOWN ON PLANS. 120V CKT REMOTE POWER SIGNAL EXPANDER (PAPS) AS SHOWN ON PLANS. AUTO -DIALER COMMUNICATION LINE CONNECTION (TWO PHONE LINES). AIDED REeeA5LE F-IfRE ALAF��l fiRISEf;;� SCALE: N.T.5 FIRE ALARM SYSTEM NOTE: ALL WORK ASSOCIATED WITH THE FIRE ALARM SYSTEM SHALL BE COMPLETED UNDER SEPARATE PERMIT BY A LICENSED FIRE ALARM CONTRACTOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMIT DOCUMENTS FIRE ALARM GENERAL NOTES: 1. THE FIRE ALARM SYSTEM SHALL BE INSTALL IN COMPLIANCE WITH NFPA -70,'12, FLORIDA BUILDING CODE, AND LOCAL ORDINANCE, 2. SYSTEM SUPPLIER SHALL SUPERVISE INSTALLATION, PROGRAM AND TEST SYSTEM, AND INSTRUCT OWNER 3, ALL CONTROL CABINETS SHALL BE GROUNDED PER NEC AND MANUFACTURER SPECIFICATION. 4. SYSTEM INSPECTION, TEST RESULT, AND OPERATION SHEETS SHALL BE PROVIDED TO THE OWNER 5. REFER TO FIRE ALARM SPECIFICATION AND DRAWINGS FOR ADDITIONAL REQUIREMENTS. (o. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS SHOWING EXACT FIELD INSTALLATION TO THE OWNER AFTER COMPLETION OF THE PROJECT. 1 ALL FIELD CHANGES SHALL BE COORDINATED WITH OWNER'S REPRESENTATIVE. 8. FIRE ALARM SYSTEM SHALL BE ENERGIZED UNDER THE SUPERVISION OF THE MANUFACTURER 9, SEE MECHANICAL DRAWINGS FOR LOCATIONS OF ALL FIRE/SMOKE DAMPERS. FIRE/SMOKE DAMPERS SHALL BE 12OV, 10. SMOKE DETECTORS SHALL BE INSTALLED MINIMUM 3'-0" FROM HVAC SUPPLY AIR DIFFUSERS. 11. VERIFY LOCATION OF THE FIRE ALARM CONTROL PANEL WITH THE LOCAL AUTHORITY HAVING JURISDICTION. 12. PROVIDE INTERLOCKS TO THE BUILDING FIRE ALARM SYSTEM TO PROVIDE AUTOMATIC SIGNALING TO AN APPROVED LOCATION WITH ADEQUATE DIALING AND COMMUNICATION SYSTEM TO ALERT THE LOCAL FIRE DEPARTMENT-4 LEASED TELEPHONE LINE WILL BE PROVIDED BY THE OWNER 13. ALL JUNCTION BOXES AND COVER PLATES TO EMERGENCY SYSTEM SHALL BE PAINTED RED FOR QUICK RECOGNITION. 14, REFERENCE MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT. 15, ALL CONTROL AND ALARM CABLES SHALL BE INSTALLED IN CONDUIT, 16. CONTRACTOR SHALL VERIFY THAT THE QUANTITY AND LOCATIONS SHOWN ON THE DRAWINGS SHALL PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM TO THE OWNER, 11, CONTRACTOR SHALL COORDINATE LOCATIONS AND QUANTITIES OF ALL SPRINKLER TAMPER AND FLOW SWITCHES WITH SPRINKLER CONTRACTOR AND PROVIDE DEVICES AND WIRING AS REQUIRED. 18. INSTALLATION OF WIRING, RACEWAY, AND DEVICES SHALL BE IN ACCORDANCE WITH UNIFORM RULE 69A, RULES AND REGULATIONS OF THE STATE FIRE MARSHAL'S OFFICEi ALL APPLICABLE COUNTY CODES, AND FS. 633-101. RACEWAY SHALL BE MINIMUM %" CONDUIT UNLESS OTHERWISE NOTED. 19. WALL —MOUNTED AUDIBLE, VISUAL, AND AUDIBLE —VISUAL APPLIANCES SHALL HAVE THE BOTTOM OF THE FACE PLATE AT 60"" AFF, OR 6"" FROM THE TOP OF FACE PLATE TO CE ILING, WHICHEVER 15 LOWER 20, DO NOT MOUNT SMOKE AND/OR HEAT DETECTORS CLOSER THAT 3'-0" TO ANY SUPPLY REGISTER OF THE A/C SYSTEM. F l �E A L A F1� S E O U E I V C � 4 7� I X 21 WHEN CEILING MOUNTED, SMOKE AND/OR HEAL DETECTORS SHALL BE MOUNTED NO CLOSER THAT 4"" t0 A SIDE WALL. NOTIFICATION FIRE SAFETY CONTROL 22, CONTROL RELAYS MUST BE MOUNTED WITHIN V-0" OF THE EMERGENCY CONTROL DEVICE. TRANSMIT TROUBLE SIGNAL TO MONITORING STATIeN SHUT DOWN AIR HANDLER 23, IF CONTROL RELAYS ARE TO CONTROL THE EQUIPMENT OF TRANSMIT SUPERVISORY SIGNAL TO MONITORING STATION RELEASE DOOR HOLDERS ANOTHER TRADE, THE OTHER TRADE NEEDS TO EITHER DO THE TERMINATION TO THEIR EQUIPMENT, OR PROVIDE THE TRANSMIT ALARM SIGNAL TO MONITORING STATION RECALL ELEVATOR TO CONDUCTORS FOR TERMINATION, DESIGNATED FLOOR ACTUATE OCCUPANT NOTIFICATI N 24. WIRING ENTERING OR LEAVING A BUILDING, AND 120VAC SHUNT TRIP ELEVATOR POWER CONTROL PANEL CIRCUITS SHALL HAVE SURGE PROTECTION SYSTEM ANNUNCIATION UNLOCK ACCESS CONTROLLED INSTALLED IN ACCORDANCE WITH NFPA -12 1-5, 53 AND N.E.C. COMMON TROUBLE ANNUNCIATION OCKOF PROVIDED FOR) ARTICLE 800-1, 800-13, SOO-30(A), AND 800-33. MIN, 6X6X6 FJ —Box. SUPERVISORY ZONE ANNUNCIAT ALARM ZONE ANNUNCIATION SYSTEM INPUTS A B C D E F G H I J K L 1 MANUAL PULL STATIONS X X X X X X 1 2 SMOKE/HEAT DETECTORS X X X X X X 2 3 DUCT DETECTORS X X X 3 4 DOOR HOLDERS SMOKE DETS 4 5 ELEVATOR SMOKE DETECTOR X X X X X X 5 6 ELEVATOR HEAT DETECTOR X X X X X X X 6 7 SPRINKLER FLOW X X X X X X 7 8 SPRINKLER TAMPER X X 8 9 FIRE PUMP 9 10 SYSTEM TROUBLE X X 10 A B C D E F G H I J K L GENERAL NOTES: - ALL FIRE ALARM SYSTEM DEVICES TO BE ADDRESSABLE. 25. WHERE HEAT DETECTORS ARE INSTALLED TO SHUT DOWN ELEVATOR POWER PRIOR TO SPRINKLER OPERATION, THE DETECTOR SHALL BE INSTALLED WITHIN 2 FEET OF EACH SPRINKLER HEAD AND SHALL BE RATED AT 135 DEGREES, FIXED TEMPERATURE. 26. SLC AND NAG CIRCUITS SHALL BE DESIGNED SUCH THAT SPARE CAPACITY IS PROVIDED. NO CIRCUIT SHOULD BE LOADED TO MORE THAN -I5io OF ITS CAPACITY. NAG CIRCUIT VOLTAGE DROP AS INSTALLED SHALL NOT EXCEED 1E % OF THE MAXIMUM ALLOWED BY THE MANUFACTURER AT THE LAST APPLIANCE ON EACH CIRCUIT. 27. INTERLOCK SECURITY SYSTEM WITH FIRE ALARM. ELECTRICALLY LOCKED EGRESS DOOR TO RELEASE UPON FIRE ALARM ONLY TO EGRESS OUTSIDE (INGRESS TO THE BUILDING SHALL NOT BE ALLOWED). COORDINATE WITH AUTHORITY HAVING JURISDICTION AND OWNER. ® ® WALL MOUNTED STROBE AND SPEAKER/STROBE )n TOP OF DEVICE STATION TOP OF DEVICE ramm Im pp 48" ANNUNCIATOR 48" F-IfRE ALA�11 DEVICE 1 10UNTINr_:T �4Ir_;;�4T SCALE: N TS INSERT RUBBER PLUG THIS END OF INLET TUBE INLET TUBE HOLES FACE UPSTREAM OF AIRFLOW TUBE SUPPORT HOLE THROUGH OPPOSITE )0 NOT INSERT RUBBER PLUG EXPECTED AIRFLOW DIRECTION RETURN TUBE SLANT CUT FACE ORIENTED DOWNSTREAM OF AIRFLOW DUCT 6l10<E DETECTOR INSTALLATION DETAIL SCALE= N.TS TO HVAC SHUTDOWN CONTROL y9 >UCT SMOKE DETECTOR DUCT 61„I0KE DETECTOR JJIRINr_;; DETAIL SCALE: N.TS SMOKE DETE SUPPLY AIR PROVIDE REIv INDICATOR LI, TEST SWITCI DETECTOR L HVAC UNIT BY HVAC =R HED JNIT FIRE ALARM CONTROL PANEL l,UlF;,IING; D 14G;RA1„1-4VAC &'-10 E F_,)ETECT0fR SCALE: N.T.S 0 FIRE- ALARM RISER AND DETAILS SCALE: NOT TO SCALE REVISIONS BY .f, 0 o o= i � _ o ti z T 3 � s U I M _ w e�aoao0es�o 02-13-18 e Cu Ln +' cM I`_ 3 m d QNC Z y T "o +� N_ a CuO v aCD6 7 Z N o ❑ _ N Cu Uzi a 0,, s o, o_ u a J o� U a O Cu O KJ U U w U � Z O C J CV Lp O M m J E m Q 2 U � _0 O 0 LL_ — Ld _° O U N N m v -C a' m Q O >1 0 m = _ a z 0 0 J w LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E 10 Schedule Symbol Label Quantity ManuFacturer Catalog Number Description Lamp Number Filename Lumens Per Wattage Lam s Lam s PHILIPS GARDC L18-4-310LA-961A-NW PHILIPS GULLWING LED GLIB (6) LEDGINE 3.1 LIGHT I GLIB-4-310LA- 2i380 3093 54 ARRAYS OF Iro LEDs 9614-NUIES (LUXEON T) DRIVEN AT 1050mA 4 PHILIPS GARDC LIS-4-310LA-961A-NW- PHILIPS GULLWING LED GLIB (ro) LEDGINE 3.1 LIGHT I GI18-4-310LA- 2110-1 306 64H6 HS WITH EXTERNAL SHIELDING ARRAYS OF 16 LEDs 961A-NW-H5.IE5 (LUXEON T) DRIVEN AT 1050mA g PHILIPS GARDC L18-4-310LA-961A-NW PHILIPS GULLWING LED GLIB (6) LEDGINE 3.1 LIGHT 1 GL18-4-310LA- 2i3W ro15.6 254 ARRAYS OF 16 LEDs 961A-NW.IE5 (LUXEON T) DRIVEN AT 1050MA ALL FIXTURE SHALL BE NATURAL ALUMINUM PAINT. DRAWING NOTES O I. UTILITY COMPANY 400/2-11Y 3 PHASE PAD MOUNTED UTILITY TRANSFORMER. 2. CT METER BASE MOUNTED TO A 4"X6" CONCRETE PYLON ADJACENT TO TRANSFORMER. 3. PROVIDE AND INSTALL JUNCTION BOX FOR PYLON SIGNAGE. PROVIDE DISCONNECT TO SIGNAGE PER ARTICLE 600-2 OF THE N.E.C. ROUTE HOME RUN VIA LIGHTING CONTROL PANEL. COORDINATE EXACT LOCATION WITH GENERAL CONTRACTOR AND OWNER. 4. RELOCATED SITE LIGHTING POLE. EXTEND EXISTING WIRES AND CONDUITS TO NEW POLE LOCATION. FIELD VERIFY EXACT LOCATION. 5. ROUTE SITE LIGHTING CIRCUIT HOME RUNS VIA LIGHTING CONTROL PANEL 1LCP. CONTROL FOR SITE LIGHTING SHALL BE: a. PHOTOCELL ON/PHOTOCELL OFF FOR CIRCUIT 1HA-31,33 (NIGHT LIGHT FIXTURES). b. TIMECLOCK # PHOTOCELL ON/ TIMECLOCK OFF FOR CIRCUIT IHA-35,37. CIVTI IDC IC DC(ll IIDCr) POLE DETAIL NOTES: OPROVIDE A 35' DIRECT BURIAL CONCRETE POLE FOR FIXTURE TYPES 64, 64H6 AND 264, THE POLES AND BASE, COMPLETE WITH MOUNTING DEVICE AND LUMINARIES IN PLACE, SHALL BE CAPABLE OF WITHSTANDING A SUSTAINED WIND VELOCITY OF NOT LESS THAN 150 MILES PER HOUR FOR A CATEGORY 2 STRUCTURE PER THE 201-1 FBC, PROVIDE SIGNED AND SEALED DRAWINGS BY A FLORIDA STATE LICENSED PROFESSIONAL STRUCTURAL ENGINEER. O PROVIDE REQUIRED BRACKET ARM AND ACCESSORIES COMPATIBLE WITH POLE DESIGN. O3 PROVIDE GROUND WIRE ATTACHED TO GROUND LUG OR THROUGH BOLT ON BRACKET ARM, AND TO GROUND LUG ON LUMINAIRE. O STANDARD HANDHOLE WITH ALUMINUM COVER ATTACHED WITH STAINLESS STEEL MACHINE SCREWS. MAKE CIRCUIT SPLICES IN THIS HANDHOLE. O BAC:<FILL WITH CONCRETE. 3000 PSI MIN. O PROVIDE CONDUIT ENTRANCE BELOW GRADE. O PROVIDE 10 AMP FNQ SLOW BLOW FUSE. OSPLICE GROUND WIRES INSIDE HANDHOLE AND SECURELY BOND GROUND WIRES TO A CONTINUOUS STEEL BAR IN THE POLE. Og PROVIDE 3/4 " DIA. X 10'-0" COPPER GROUND ROD AT EACH POLE. PROVIDE 010 AWG, CU BARE GROUND WIRE FROM EACH LUMINAIRE AND BONDED TO GROUND ROD (TYPICAL). PROVIDE THE CONCRETE POLE WITH A 1*4 AWG STRANDED BARE COPPER CONDUCTOR BONDED TO STEEL BAR IN POLE AND TO GROUND ROD. ffl THIS DETAIL REPRESENTS OELECTRICAL SITE PLAN SCALE: I" = 32'-0" NOTES: E OPREPARE THE EXCAVATION. EXCAVATE APPROXIMATELY 5 G 6"DEEPER THAN DEPTH OF THE o �\ ENCLOSURE. ADD 6" OF GRAVEL OR CRUSHED ROCK FOR DRAINAGE. 0 O PLACE ENCLOSURE IN HOLE. TOP OF ENCLOSURE SHOULD BE AT GRADE LEVEL. O3 FILL AND COMPACT SOIL. FILL TO GRADE LEVEL WITH COVER IN ENCLOSURE ti 10"X10"X6" WP • ,ti, , . i : • • PVC BOX MM • • •. . a d C C . a 4'a 4 d d QUAZI 12"XIS" TE PG COVER /PT BASE SERIES COMPOSITE PULL BOX d' v d OPROVIDE A PVC WP JUNCTION BOX IN HAND HOLE FOR CIRCUIT SPLICES. ALL SPLICES SHALL BE MADE WITH WATERTIGHT CONNECTIONS. ILSCO FED SERIES OR EQUIVALENT_ 5O PROVIDE HAND HOLE WITH COVER LABELED "ELECTRIC" REVISIONS ALL FIXTURE SHALL BE NATURAL ALUMINUM PAINT. DRAWING NOTES O I. UTILITY COMPANY 400/2-11Y 3 PHASE PAD MOUNTED UTILITY TRANSFORMER. 2. CT METER BASE MOUNTED TO A 4"X6" CONCRETE PYLON ADJACENT TO TRANSFORMER. 3. PROVIDE AND INSTALL JUNCTION BOX FOR PYLON SIGNAGE. PROVIDE DISCONNECT TO SIGNAGE PER ARTICLE 600-2 OF THE N.E.C. ROUTE HOME RUN VIA LIGHTING CONTROL PANEL. COORDINATE EXACT LOCATION WITH GENERAL CONTRACTOR AND OWNER. 4. RELOCATED SITE LIGHTING POLE. EXTEND EXISTING WIRES AND CONDUITS TO NEW POLE LOCATION. FIELD VERIFY EXACT LOCATION. 5. ROUTE SITE LIGHTING CIRCUIT HOME RUNS VIA LIGHTING CONTROL PANEL 1LCP. CONTROL FOR SITE LIGHTING SHALL BE: a. PHOTOCELL ON/PHOTOCELL OFF FOR CIRCUIT 1HA-31,33 (NIGHT LIGHT FIXTURES). b. TIMECLOCK # PHOTOCELL ON/ TIMECLOCK OFF FOR CIRCUIT IHA-35,37. CIVTI IDC IC DC(ll IIDCr) POLE DETAIL NOTES: OPROVIDE A 35' DIRECT BURIAL CONCRETE POLE FOR FIXTURE TYPES 64, 64H6 AND 264, THE POLES AND BASE, COMPLETE WITH MOUNTING DEVICE AND LUMINARIES IN PLACE, SHALL BE CAPABLE OF WITHSTANDING A SUSTAINED WIND VELOCITY OF NOT LESS THAN 150 MILES PER HOUR FOR A CATEGORY 2 STRUCTURE PER THE 201-1 FBC, PROVIDE SIGNED AND SEALED DRAWINGS BY A FLORIDA STATE LICENSED PROFESSIONAL STRUCTURAL ENGINEER. O PROVIDE REQUIRED BRACKET ARM AND ACCESSORIES COMPATIBLE WITH POLE DESIGN. O3 PROVIDE GROUND WIRE ATTACHED TO GROUND LUG OR THROUGH BOLT ON BRACKET ARM, AND TO GROUND LUG ON LUMINAIRE. O STANDARD HANDHOLE WITH ALUMINUM COVER ATTACHED WITH STAINLESS STEEL MACHINE SCREWS. MAKE CIRCUIT SPLICES IN THIS HANDHOLE. O BAC:<FILL WITH CONCRETE. 3000 PSI MIN. O PROVIDE CONDUIT ENTRANCE BELOW GRADE. O PROVIDE 10 AMP FNQ SLOW BLOW FUSE. OSPLICE GROUND WIRES INSIDE HANDHOLE AND SECURELY BOND GROUND WIRES TO A CONTINUOUS STEEL BAR IN THE POLE. Og PROVIDE 3/4 " DIA. X 10'-0" COPPER GROUND ROD AT EACH POLE. PROVIDE 010 AWG, CU BARE GROUND WIRE FROM EACH LUMINAIRE AND BONDED TO GROUND ROD (TYPICAL). PROVIDE THE CONCRETE POLE WITH A 1*4 AWG STRANDED BARE COPPER CONDUCTOR BONDED TO STEEL BAR IN POLE AND TO GROUND ROD. ffl THIS DETAIL REPRESENTS OELECTRICAL SITE PLAN SCALE: I" = 32'-0" NOTES: E OPREPARE THE EXCAVATION. EXCAVATE APPROXIMATELY 5 G 6"DEEPER THAN DEPTH OF THE o �\ ENCLOSURE. ADD 6" OF GRAVEL OR CRUSHED ROCK FOR DRAINAGE. 0 O PLACE ENCLOSURE IN HOLE. TOP OF ENCLOSURE SHOULD BE AT GRADE LEVEL. O3 FILL AND COMPACT SOIL. FILL TO GRADE LEVEL WITH COVER IN ENCLOSURE ti 10"X10"X6" WP • ,ti, , . i : • • PVC BOX MM • • •. . a d C C . a 4'a 4 d d QUAZI 12"XIS" TE PG COVER /PT BASE SERIES COMPOSITE PULL BOX d' v d OPROVIDE A PVC WP JUNCTION BOX IN HAND HOLE FOR CIRCUIT SPLICES. ALL SPLICES SHALL BE MADE WITH WATERTIGHT CONNECTIONS. ILSCO FED SERIES OR EQUIVALENT_ 5O PROVIDE HAND HOLE WITH COVER LABELED "ELECTRIC" REVISIONS OPROVIDE A PVC WP JUNCTION BOX IN HAND HOLE FOR CIRCUIT SPLICES. ALL SPLICES SHALL BE MADE WITH WATERTIGHT CONNECTIONS. ILSCO FED SERIES OR EQUIVALENT_ 5O PROVIDE HAND HOLE WITH COVER LABELED "ELECTRIC" REVISIONS BY r "S i �N :U 6J TJ ti U i> U N_ n M CQ U N _ i _ • LrJ GJ l C OC 3 ti 3 ti - = y � 2 Cn .e �E wF,LYr`• 0 O, nA0t9B90�0Ar�>e 02-13-18 j1 i� r STATE OAF 68 o 3� o Q N C Z �ID 41 a wcM(u o (V i �¢o)000�P(z S J L, Z co o c ¢4 N N 'g ^ o Z W ID V S O) o _ Ua J d i 0 in +; ¢ a 01 U O X S1 U v O w U � z 0 � O v_ U N Lo M .� CO M m J E O Q (J1 C " U � •'- O U O L" — W O 0 Oj (� N C CL O Q O >1 Q m t _ a O ry N Z 0 0 O w L.L. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet ES1