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HomeMy WebLinkAbout1145 Rinehard Rd 18-1631 (a)OWNER: DENO P. DIKEOU 543 N. WYMORE RD., SUITE 106 MAITLAND, FL 32751 PRIMARY CARE & TENANT: URGENT CARE EXPANSION l�emours NEIVIOURS CORPORATE FACILITIES 6900 TAVISTOCK LAKES BLVD, SUITE 350 ORLANDO, FLORIDA 32827 PHONE: (407) 567-4820 MOBILE: (407) 223-5960 1145 RINEHART ROAD SANFORD, FLORIDA 32771 CONTACT: JOSEPH BAKER, AIA, CONSTRUCTION PROJECT MANAGER EMAIL: JOE.BAKER@NEMOURS.ORG ARCHITECT: ARCHITECTURE C4 ARCHITECTURE, LLC 135 W. CENTRAL BLVD. SUITE 340 ORLANDO, FLORIDA 32801 PHONE: (407) 363-6136 CONTACT: MICHAEL J. ' ALBANESE, RA, NCARB EMAIL: MALBANESE@C4ARCHITECTURE.COM STRUCTURAL ENGINEER: AMORE ENGINEERING 2295 HIAWASSEE ROAD, SUITE 415 ORLANDO, FLORIDA 32835 PHONE: (407) 291-6940 CONTACT: GLENN AMORE, PE EMAIL: GAMORE@AESTRUCTURAL.COM MECHANICAL ENGINEER: EIERMANN ENGINEERING 1015 WEBSTER AVENUE ORLANDO, FLORIDA 32804 PHONE: (407) 296-6991 CONTACT: ERIC EIERMANN, PE EMAIL: EEIENG@AOL.COM ELECTRICAL ENGINEER: CLEAR ENGINEERING 13651 CRYSTAL RIVER DRIVE ORLANDO, FLORIDA 32828 PHONE: (407) 277-3431 CONTACT: DARIUS ADAMS, PE EMAIL: DARIUSCCCLEAR-ENGR.COM AREA OF WORK EXISTING 1 HR. EXISTING 1 HR F%G i rI.P%114 go SCALE: 1 " = 24'-0' LI(a l_ ��",(� ��:;Ti 1 I f'i= t: `J liYi� r.i': li IVI, I %iJ NSE TC- F�."_ ..-.E. - _ AUTH:JFSi Y TO V'l0.-ATE, Cr'. Gf ; J'c ^ H�..;!„AL! %.'•i`% OF THE: F���,VI IU��S Cr THE TECH.!-,,, ,_ CGDIS. ,NIGR SHAI L I SU,AINCE Or r. F=:nP;il' Fn VENT ?? E II )IN C E!CIAL FROM TkEFIEAF El? ,�OUIF!NG A C .. I �.: '� } 10 ILA r'G11.1 j OF TRIC -nD V5 FU0 r1; "J OR vi1 ■ I &.VVP1 1 IVI\ 1145 RINEHART ROAD VICINITY PLAN 19 SCALE: NOT TO SCALE SHEET INDEX ARCHITECTURAL om©mIm MECHANICAL DEMOLITION PLAN M200 MECHANICAL PARTIAL FLOOR PLAN ,o■©mIm MECHANICAL NOTES, DETAILS & SCHEDULES M400 MECHANICAL NOTES & DETAILS o■©mIm PLUMBING PLANS P200 PLUMBING SCHEDULES, DETAILS & NOTES o.©mIm PLUMBING ISOMETRICS o■©mim o■©"Im o■©mWis 0o©"Im awmA o■©mIm o11111vmAM o■©mam o■vmAM COVER SHEET IA100 DEMOLITION FLOOR PLAN & REFLECTED CEILING PLAN IA200 LIFE SAFETY PLAN, CODE COMPLIANCE & NOTES IA201 CONSTRUCTION PLAN AND NOTES IA202 EQUIPMENT AND MILLWORK PLAN AND NOTES IA203 REFLECTED CEILING PLAN, NOTES AND DETAIL IA501 ENLARGE PLAN, ELEVATIONS, DOOR AND HARDWARE SCHEDULE IA502 WALL AND SOFFIT SECTIONS, & ADA DETAILS IA503 MILLWORK ELEVATIONS IA504 MILLWORK SECTIONS IA801 INTERIOR FINISH PLAN, SCHEDULE AND NOTES IA802 UL DESIGN DETAIL MECHANICAL/PLUMBING o■©mIm MECHANICAL DEMOLITION PLAN M200 MECHANICAL PARTIAL FLOOR PLAN o■©mIm MECHANICAL NOTES, DETAILS & SCHEDULES M400 MECHANICAL NOTES & DETAILS o■©mAM PLUMBING PLANS P200 PLUMBING SCHEDULES, DETAILS & NOTES o■©mIm o■©mIm PLUMBING ISOMETRICS oE©mAM o■©mWis M100 MECHANICAL DEMOLITION PLAN M200 MECHANICAL PARTIAL FLOOR PLAN M300 MECHANICAL NOTES, DETAILS & SCHEDULES M400 MECHANICAL NOTES & DETAILS P100 PLUMBING PLANS P200 PLUMBING SCHEDULES, DETAILS & NOTES P300 PLUMBING ISOMETRICS CODE INFORMATION PROJECT SQUARE FOOTAGE: TOTAL TENANT EXPANSION SUITE SQUARE FEET : 1,493 SQ. FT. TOTAL TENANT EXISTING SUITE SQUARE FEET : 1,463 SQ. FT. TOTAL TENANT SUITE SQUARE FEET : 21956 SQ. FT. TOTAL EXISTING GROSS BUILDING SQUARE FEET : 24,396 SQ. FT. ALTERATION LEVEL 2 - (PER 2017 FBC 6TH ED. - EXISTING BUILDING) CONSTRUCTION TYPE: TYPE IIB - UNPROTECTED, FULLY SPRINKLERED (FBC) TYPE 11(000) - UNPROTECTED, FULLY SPRINKLERED (NFPA) y OCCUPANCY: B- BUSINESS, A-2 & A-3 ASSEMBLY USES, PER 6TH EDITION 2017 FLORIDA BUILDING CODE APPLICABLE BUILDING CODES: • FLORIDA BUILDING CODE, 6TH EDITION (2017) • FLORIDA BUILDING CODE, 6TH EDITION (2017), EXIST. BUILD. • NFPA 101 LIFE SAFETY CODE, 2015 EDITION • FLORIDA FIRE PREVENTION CODE, 6TH EDITION • FLORIDA ACCESSIBILITY CODE, 6TH EDITION (2017) • 2014 NATIONAL ELECTRIC CODE • FLORIDA ENERGY CODE, 6TH EDITION (2017) • FLORIDA MECHANICAL CODE, 6TH EDITION (2017) • FLORIDA PLUMBING CODE, 6TH EDITION '(2017) • 2013 NFPA 10, STND. FOR PORTABLE FIRE EXTINGUISHERS PARCEL ID #,,...� 32-19-30-502-0000-0020'�� PROPERTY DESCRIPTION: LOT 2, SANFORD SAMS CLUB, PB 62 PGS 18 & 19 NOTES: �� �� ��,ZI_ -i IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY COMPONENTS FOR THE PROPER OPERATION OF ALL SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME SYSTEM AND WITH THE SYSTEM ITSELF. PROJECT NO. 17376 DATE: MARCH 30, 2018 .o a J ALBA Oar AR 154 Y ct LS (- FIRE PROTECTION SUBMITTED VIA SEPARATE PERMIT ELECTRICAL jol 1 343 0 18 E001 • 3/30/1R E101 ELECTRICAL NOTES & SYMBOLS ELECTRICAL FLOOR PLANS REFERENCE — GEWALKER •1 3430/18 R1 •1 3/30/1 R R2 RADIOGRAPHY REFERENCE DRAWING PHYSICIST REPORT ' CODE INFORMATION PROJECT SQUARE FOOTAGE: TOTAL TENANT EXPANSION SUITE SQUARE FEET : 1,493 SQ. FT. TOTAL TENANT EXISTING SUITE SQUARE FEET : 1,463 SQ. FT. TOTAL TENANT SUITE SQUARE FEET : 21956 SQ. FT. TOTAL EXISTING GROSS BUILDING SQUARE FEET : 24,396 SQ. FT. ALTERATION LEVEL 2 - (PER 2017 FBC 6TH ED. - EXISTING BUILDING) CONSTRUCTION TYPE: TYPE IIB - UNPROTECTED, FULLY SPRINKLERED (FBC) TYPE 11(000) - UNPROTECTED, FULLY SPRINKLERED (NFPA) y OCCUPANCY: B- BUSINESS, A-2 & A-3 ASSEMBLY USES, PER 6TH EDITION 2017 FLORIDA BUILDING CODE APPLICABLE BUILDING CODES: • FLORIDA BUILDING CODE, 6TH EDITION (2017) • FLORIDA BUILDING CODE, 6TH EDITION (2017), EXIST. BUILD. • NFPA 101 LIFE SAFETY CODE, 2015 EDITION • FLORIDA FIRE PREVENTION CODE, 6TH EDITION • FLORIDA ACCESSIBILITY CODE, 6TH EDITION (2017) • 2014 NATIONAL ELECTRIC CODE • FLORIDA ENERGY CODE, 6TH EDITION (2017) • FLORIDA MECHANICAL CODE, 6TH EDITION (2017) • FLORIDA PLUMBING CODE, 6TH EDITION '(2017) • 2013 NFPA 10, STND. FOR PORTABLE FIRE EXTINGUISHERS PARCEL ID #,,...� 32-19-30-502-0000-0020'�� PROPERTY DESCRIPTION: LOT 2, SANFORD SAMS CLUB, PB 62 PGS 18 & 19 NOTES: �� �� ��,ZI_ -i IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY COMPONENTS FOR THE PROPER OPERATION OF ALL SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME SYSTEM AND WITH THE SYSTEM ITSELF. PROJECT NO. 17376 DATE: MARCH 30, 2018 .o a J ALBA Oar AR 154 Y ct LS (- I 7 i V \ /X f 15 - --------� --f-- --T ' El El I l 1 15 \l 1t (�✓1 I f Iiz 88 r+ I 15 1 --I----T---I—T�F I — (�. I �� I LL --" J --�- II L ---I I rn1I 71 I I g f g� I►(� 11 I II 8 15 II I 15 f I II I f l --�-- T - -T- --I-I--i-�1--�---�- 1I L✓J__ _J -tt I I lig r 15 --1--_T ' I I 15 I I I --I-----=--I- I f \� L J __J I r---��F---� I�- -- �� O,5 � g I 9 15 I I I F—I--� I /\ 1F�1 f 1 I f— L ---J L r— g—J I 8 1 I (✓ I I I I g _T --r----- T --T- II 15 -- I I - 1 I%\-- I f l 11 15 -r I I 8 �- LJ 8 15 9 -T � 'Y /\ �L_-- I/ I I I f 10 I 1�1 1 I I r�, I I I I _J I LL15 _ ___F__ — 15 8 15 7 — - I-- —I I- --I I— - -71--r--Ir-1r_-t--I - -10 i - I ;� I I i► I I DEMOLITION REFLECTED CEILING PLAN 0 SCALE: 1/4"=1'-0' 8 Project NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION �j 1145 RINEHART ROAD11 SANFORD, FL 327711 Scope Drawings: These drawings indicate; the general scope of the troject in terms of architectural `design concept, the dimensions of the building, the major architectural elements and the type: of structural, mechanical end electrical systems. i 14 i The drawings do not necessarily indicate or describe al ;work required for full perfomance and completion of the requirements of the contract. I On the basis of the general scope indicated or described; the trade contractors shall furnish all items required for the propel execution and completion of the; work. Drawing Me: DEMOLITION FLOOR PLAN & REFLECTED CEILING PLAN Issue Date Drawn By Checked By 3/30/18 RJ YJA - CertMW By: p�pp00001 Q; J. I ° 0 0 AR 15472 ° 3.30.18 o��Q°°D °o- Gb�OD�jpO 1 CODE COMPLIANCE BUILDING DATA CONSTRUCTION TYPE: II—B, UNPROTECTED, FULLY SPRINKLERED PER 6TH ED. 2017 FBC CONSTRUCTION TYPE: II(000), UNPROTECTED, FULLY SPRINKLERED PER 2015 NFPA 101 NUMBER OF FLOORS = 1 TOTAL EXISTING GROSS BUILDING AREA = 24,386 S.F. MAXIMUM ALLOWABLE AREA: 82,000 SQ. FT. PER FLOOR TOTAL EXISTING USABLE AREA ® NEMOURS CHILDREN'S CARE SUITE = 2,9 S TOTAL CALCULATED OCCUPANT LOAD FOR NEMOURS CHILDREN SUITE 30 0 UP. MAXIMUM BUILDING HEIGHT = 75' N/A TENANT IMPROVEMENTS MAXIMUM NUMBER OF STORIES ALLOWED = 4 1 BUILDING HEIGHT PROVIDED = EXISTING 1 STORY OCCUPANT LOAD (PER 6TH ED. 2017 FLORIDA BUILDING CODE) B, BUSINESS PER 6TH ED. 2017 FBC PRIMARY FUNCTION IS A BUSINESS. BUSINESS/ GROUP 'B' OCCUPANCY 2,501 S.F. (BUSINESS USE AT 1 PER 100 S.F.)= 25 OCCUPANTS TOTAL B OCCUPANCY= 25 OCCUPANTS MEANS OF EGRESS (PER STH ED. 2017 FLORIDA BUILDING CODE) BUSINESS (GROUP 'B' OCCUPANCY) MAXIMUM ALLOWABLE TRAVEL DISTANCE = 300 FT. (FULLY SPRINKLERED) MAXIMUM PROVIDED TRAVEL DISTANCE = 101'-3" MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH = 50' (FULLY SPRINKLERED) COMMON PATH OF TRAVEL NOT TO EXCEED = 100' (FULLY SPRINKLERED) MAXIMUM PROVIDED COMMON PATH OF TRAVEL = 47'-0" MINIMUM CLEAR OPENING OF EXIT DOORS, FIRST FLOOR EGRESS WIDTH PER PERSON SERVED = .2 IN. 1ST FLOOR TENANT = .2 INCHES x 25 = 5 IN. REQUIRED (68 IN. PROVIDED) EXITS REQUIRED 1st FLOOR TENANT: 2 EXITS PROVIDED 1st FLOOR TENANT: 2 MINIMUM ALLOWABLE CORRIDOR WIDTH = 44 IN. PER CHAPTER 1020.2 2017 FBC MINIMUM ALLOWABLE STAIR WIDTH = N A 44 IN. PER CHAPTER 1005.3.1 2017 FSC (OCCUPANT LOAD (PER 6TH ED. 2017 FLORIDA BUILDING CODE) ANCILLARY USE PER STH ED. 2017 FBC; NO SEPARATION REQUIRED PER 508.3.3 STAFF LOUNGE BUSINESS/ GROUP 'B' OCCUPANCY USE 75 S.F. (BUSINESS ANCILLARY USE AT 1 PER 100 S.F.)= 1 OCCUPANTS PAEANS OF EGRESS (PER 6TH ED. 2017 FLORIDA BUILDING CODE) BUSINESS (GROUP 'B' OCCUPANCY) MAXIMUM ALLOWABLE TRAVEL DISTANCE = 300 FT. (FULLY SPRINKLERED) MAXIMUM PROVIDED TRAVEL DISTANCE = 87'-1" MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH = 50' (FULLY SPRINKLERED) COMMON PATH OF TRAVEL NOT TO EXCEED = 100' (FULLY SPRINKLERED) MAXIMUM PROVIDED COMMON PATH OF TRAVEL = 42' -9 - MINIMUM CLEAR OPENING OF EXIT DOORS, FIRST FLOOR EGRESS WIDTH PER PERSON SERVED = .2 IN. 1ST FLOOR TENANT = .2 INCHES x 1 .2 IN. REQUIRED (68 IN. PROVIDED) EXITS REQUIRED 1ST FLOOR TENANT: 2 EXITS PROVIDED 1ST FLOOR TENANT: 2 MINIMUM ALLOWABLE CORRIDOR WIDTH = 44 IN. PER CHAPTER 1020.2 2017 FBC MINIMUM ALLOWABLE STAIR WIDTH = N/A 44 IN. PER CHAPTER 1005.3.1 2017 FBC OCCUPANT LOAD (PER 6TH ED. 2017 FLORIDA BUILDING CODE) ANCILLARY USE PER 6TH ED. 2017 FBC; NO SEPARATION REQUIRED PER 508.3.3 WAITING ROOM BUSINESS/ GROUP 'B' OCCUPANCY USE 375 S.F. (BUSINESS USE AT 1 PER 100 S.F.)= 4 OCCUPANTS PAEANS OF EGRESS (PER 6TH ED. 2017 FLORIDA BUILDING CODE) BUSINESS (GROUP 'B' OCCUPANCY) MAXIMUM ALLOWABLE TRAVEL DISTANCE = 300 FT. (FULLY SPRINKLERED) MAXIMUM PROVIDED TRAVEL DISTANCE = 25'-0" MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH = 20' (FULLY SPRINKLERED) COMMON PATH OF TRAVEL NOT TO EXCEED = 100' (FULLY SPRINKLERED) MAXIMUM PROVIDED COMMON PATH OF TRAVEL = 0'-0" MINIMUM CLEAR OPENING OF EXIT DOORS, FIRST FLOOR EGRESS WIDTH PER PERSON SERVED = .2 IN. 1ST FLOOR TENANT = .2 INCHES x 4 = .8 IN. REQUIRED (68 IN. PROVIDED) EXITS REQUIRED 1ST FLOOR TENANT- 2 EXITS PROVIDED 1ST FLOOR TENANT: 2 MINIMUM ALLOWABLE CORRIDOR WIDTH = 44 IN. PER CHAPTER 1020.2 2017 FBC MINIMUM ALLOWABLE STAIR WIDTH = N/A 44 IN. PER CHAPTER 1005.3.1 2017 FSC .TOTAL TRAVEL DISTANCE (COMMON PATH OF TRAVEL) I —1 KEY PLAN - PHASE 3 GENERAL WOES: A. ALL DIMENSIONS ARE FROM FACE OF PARTITION TO FACE OF PARTITION UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT OR DESIGNER. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (I.E. 100A1). SEE SHEET IA501 FOR DOOR SCHEDULE. E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. H. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED I. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL J. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT. K. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL NEW FIRE EXTINGUISHER CABINETS TO BE FACTORY PAINTED BAKED ENAMEL WHITE FINISH & EQUAL TO LARSEN GEMINI SERIES. LIFE SAFETY CONTRACTOR TO VERIFY NEED FOR ANY ADDITIONAL FIRE EXTINGUISHER CABINET LOCATIONS. IF ADDITIONAL FIRE EXTINGUISHER CABINETS ARE REQUIRED, LOCATIONS MUST BE SUBMITTED TO ARCHITECT OR DESIGNER FOR REVIEW. N. ALL FURNITURE PROVIDED do INSTALLED BY TENANT. 0. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER—DRIVEN FASTENERS NOT EXCEEDING 24" O.C. P. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FASTENED WITH "MOLLY"—TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS. Q. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. R. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT/DESIGNER TO REVIEW, IF REQUIRED. S. SECURITY ACCESS CONTROLS TO BE PROVIDED BY OTHERS. T. ALL BLOCKING TO BE FIRE TREATED EXCEPT THOSE USED FOR MILLWORK, HANDRAILS, CABINETS, WINDOW AND DOOR FRAMES PER FBC 603.1 U. ALL BLOCKING TO BE FIRE TREATED WHEN USED FOR INSTALLATION OF TOILET ACCESSORIES OR USE 20 GA. STEEL PLATE WELDED TO STUDS. V. MECHO—SHADES ARE AT EXISTING NEMOURS SUITE STOREFRONT. MATCH EXISTING AT EXPANSIO FooLUMBING FIXTURES (PER 6TH ED. 2017 FLORIDA PLUMBING CODE) CCUPANCY: B (BUSINESS/WORK AREAS/WAITING ROOM/STAFF LOUNGE) EQUIRED FIXTURES: WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 1 PER 25 FOR FIRST 50/ 1 PER 50 1 PER40 FOR FIRST 80/ 1 PER 80 1 MIN. SERVICE EXCEEDING 50 EXCEEDING 80 1 PER 100 30 PEOPLE/100 SINK 30 PEOPLE 30 PEOPLE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND .5 MIN. 1 .6 MIN. .375 MIN. 1 .375 MIN. .30 MIN 1 TOTAL FIXTURES REQUIRED FOR CALCULATED OCCUPANT LOAD WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 1 MIN. 1 MIN. 1 MIN. 1 MIN. 2 FIXTURES 1 PROVIDED FIXTURES: WITHIN EXISTING BUILDING WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 1 WC 1 1 1 2 EXISTING 1 TOTAL OCCUPANTS FOR SUITE = 30 PEOPLE PLAN NOTES: v ALiuN rwrcImvri rimon rHVtJ. 0 EXISTING WALL MOUNTED FIRE EXTINGUISHER. INSTALL WALL — 3/30118 MOUNTED CUP DISPENSER W/ BOTTOM ® 48" AFF. FIRE BAJA EXTINGUISHER TO HAVE MIN. RATING OF 2A10BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. O3 NEW MILLWORK. Q RELOCATED RADIOGRAPHY EQUIPMENT, CHEST BUCKY AND CR UNIT BY G.E. WALKER. O5 EXISTING UTILITY SINK. Os EXISTING WATER HEATER. f'7 FURNITURE, PROVIDED AND INSTALLED BY TENANT. 0 EXISTING HIGH—LOW DRINKING FOUNTAINS. O WALL MOUNTED T.V. MONITOR, MOUNT APPROX. 86" AFF TO CENTERLINE. PROVIDE FIRE RETARDANT WOOD BLOCKING AND COORDINATE WITH POWER/TV DATA OUTLET LOCATIONS. to NEW SINK. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. 11 NEW LEAD LINED WINDOW. t2 HEMO ANALYSER AND PRINTER. t3 NEW OR EXISTING SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. PROVIDE LARSON "GEMINI" SERIES. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 2A10BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. 14 TV AND CEILING MOUNTED TV BRACKETS. 15 CEILING MOUNTED SINGLE—ARM PROCEDURE LIGHT; BURTON OUTPATIENT II, MODEL NO. OP13200. 1s EXAM TABLE PROVIDED AND INSTALLED BY TENANT. 17 UNDERCOUNTER REFRIGERATOR PROVIDED AND INSTALLED BY TENANT. 18 RELOCATED FULL SIZE MEDICATION REFRIGERATOR. is BABY SCALE PROVIDED AND INSTALLED BY TENANT. 20 STADIOMETER AND SCALE (FLOOR MODEL), PROVIDED AND INSTALLED BY TENANT. 2t DINAMAPP PROVIDED AND INSTALLED BY TENANT. z O WALL MOUNTED FLAT SCREEN TV MONITOR AND TV WALL MOUNTED BRACKET BY TENANT VENDOR, MOUNT 48" AFF TO CENTER LINE. PROVIDE FIRE RETARDANT WOOD BLOCKING FOR WALL MOUNT AND COORDINATE WITH POWER/DATA o k OUTLET LOCATIONS. 23 NEW TEMPERED GLASS SLIDING WINDOW TO MATCH EXISTING. w 24 FILE DRAWER ON WHEELS, PROVIDED AND INSTALLED BY = TENANT. 25 EXISTING ELECTRICAL PANEL c.� F 2s SURFACE MOUNTED PAPER TOWEL DISPENSER, GEORGIA—PACIFIC MODEL NO. 55487. 27 SURFACE MOUNTED SOAP DISPENSER & SHIELD, PROVON, MODEL NO. LTX -12 GREY/WHITE, GOJO, MODEL NO. 1045—WHT-12. 28 FAUCET—MOUNTED EYEWASH, BASIS OF DESIGN: BRADLEY MODEL S15-2006 OR RELOCATE EXISTING EYEWASH. 2S WALL MOUNTED BRACKETS FOR CRUTCHES. PROVIDE P.T. WOOD BLOCKING TO ACCOMMODATE BRACKETS, VERIFY WITH TENANT FOR MOUNTING HEIGHT. Q LEAD APRON RACK, MOUNT TO WALL, PROVIDE P.T. WOOD BLOCKING FROM 48" TO 54" AFF. 31 PACS COMPUTER WORK STATION. 32 IMAGE PILOT CR UNIT, VENDOR INSTALLED. 33 RADIOGRAPHY CONTROL, VENDOR INSTALLED, CONTRACTOR ROUGH—IN. ® DESK PHONE. 35 02 TANKS ON MOBILE CART. 3s NEW STORAGE CABINET. 37 CRASH CART. O DVD EQUIPMENT. 3s RELOCATED MILLWORK. NOTE: EXPANSION SPACE NOT TO BE OCCUPIED DURING CONSTRUCTION. ADDITIONAL PHASES FOR CONSTRUCTION SHOULD NOT BE OCCUPIED DURING CONSTRUCTION OF THOSE PHASES. BEY PLAN PHASE 2 KEY PLAN - PHASE I SCALE: 1" _ 32'-0" SCALE: 1" = 32'-0" Project NEMOURS CHILDREWS PRIMARY CRE U6tGEld7 CARE EXPAIdSIO 1145 RINEHART ROAD I SANFORD, F 32771 Scope DrawMgo: These drawings indicate the general scope of the projec in terms of architectural desig concept, the dimensions of he building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all wor required for full perfomance and completion of the requireme is of the contract. On the basis of the general scope - indicated or described, the trade contractors shall furnish all items required for the proper exe ution and completion of the work awing Me. I LIFE pSAFEVY PLAN,- CODE COMPLIANCE & NOVES Issue Date Drawn By Checked By 3/30118 RJ BAJA Certified By: oa0000poo _ 0 J. o oY�\G ' �° .o 1`�° e° 015472 3.30.18;i„�OQ� NOTE: PROVIDE MIN. 3000 PSI CONCRETE SLAB ON GRADE. NEW CONCRETE SHALL HAVE A SLUMP OF 4' PLUS OR MINUS 1" AND HAVE 2 TO 4% AIR ENTRAINMENT. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE W/ THE LATEST ED. OF ACI 301 CHAPTER 3 6" MIN TRENCH INFILL DTL. KEY PLAN— SCALE: 1' = 64'-0' 6 !!!n 0 SCALE: 1/4"= 1'-0" 8 CONSTRUCTION PLAN Q GENERAL NOTES: A ALL DIMENSIONS ARE FROM FACE OF PARTITION TO FACE OF PARTITION UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT OR DESIGNER. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. _ WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (I.E..100A1). SEE SHEET IA501 FOR DOOR SCHEDULE. E PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING ■ SUSPENDED ITEMS. 11 XW5 F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD • G. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. H. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED I I. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL �\A ■ J. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT. ■ K. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN ; PREPARATION FOR NEW FINISHES. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. I M. ALL NEW FIRE EXTINGUISHER CABINETS TO BE- FACTORY PAINTED BAKED ENAMEL WHITE FINISH & EQUAL TO LARSEN GEMINI SERIES. LIFE SAFETY CONTRACTOR TO VERIFY NEED FOR ANY ADDITIONAL FIRE EXTINGUISHER XW5 CABINET LOCATIONS. IF ADDITIONAL FIRE EXTINGUISHER CABINETS ARE REQUIRED, LOCATIONS MUST BE SUBMITTED TO ARCHITECT OR DESIGNER FOR REVIEW. • N. ALL FURNITURE PROVIDED & INSTALLED BY TENANT. 0. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, ■ SHIELDED SCREWS, OR POWER–DRIVEN FASTENERS NOT EXCEEDING 24" O.C. I P. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FASTENED WITH 'MOLLY'–TYPE EXPANDABLE FASTENERS, TOGGLE ■ BOLTS, CLAMPS, OR SCREWS INTO CHANNELS,SPLINES, " f' RUNNERS, OR OTHER MEMBERS. Q. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I R. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT/DESIGNER TO REVIEW, IF REQUIRED. ■ S. SECURITY ACCESS CONTROLS TO BE PROVIDED BY OTHERS. T. ALL BLOCKING TO BE FIRE TREATED EXCEPT THOSE USED FOR MILLWORK, HANDRAILS, CABINETS, WINDOW AND DOOR FRAMES PER FBC 603.1 ■ U. ALL BLOCKING TO BE FIRE TREATED WHEN USED FOR INSTALLATION OF TOILET ACCESSORIES OR USE 20 GA STEEL PLATE WELDED TO STUDS. I V. MECHO–SHADES ARE AT EXISTING NEMOURS SUITE STOREFRONT. MATCH EXISTING AT EXPANSION. II XW5 WALL TYPES - — D(ISTING 1 HR FIRE PARTITION EXISTING CONSTRUCTION TO REMAIN NEW PARTITION EXISTING PARTITION TO BE DEMOLISHED ■ NOTES: I 1. SEE REFLECTED CEILING PLANS FOR CONSTRUCTED WALL HEIGHT. 2. PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD ON ALL WET AREA WALLS. ■ 3. PROVIDE DUROCK ON ALL PORCELAIN TILED WALLS & AT PREFAB SHOWER WALLS, WHEN APPLICABLE I _R I 4. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL ■ LOADING AND L/120 DEFLECTION. T 5. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE FOLLOWING: ■ ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE i FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2' FROM XW5 EACH END. FASTEN STUD FLANGE TO RUNNER TRACK WITH 3/8" TYPES PAN HEADSCREWS. • ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FASTENED WITH "MOLLY'–TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, T1 G T" STG ■ OR SCREWS INTO CHANNELS, SPLINES, " RUNNERS, OR OTHER MEMBERS. 1A1 ( W1 3-5/8' 25 GAUGE METAL STUDS 016'0.C. ^� ■ WITH (1) LAYER 5/8 GYPSUM I WALL BOARD EACH SIDE AND (1) LAYER I SOUND ATTENUATION BLANKETS EACH STUD CAVITY. SEE DETAIL 2/IA502 I ■ r W2 6' 25 GAUGE METAL STUDS 016'O.C. WITH (1) LAYER 5/8" GYPSUM ■ WALL BOARD EACH SIDE AND (1) LAYER i SOUND ATTENUATION BLANKETS EACH STUD CAVITY. C I SEE DETAIL 2/IA502 ■ XW3 EXISTING 6" 25 GAUGE METAL STUDS 016'O.C. XW5 — WITH (1) LAYER 5/8' GYPSUM WALL BOARD EACH SIDE AND (1) LAYER ■ SOUND ATTENUATION BLANKETS EACH STUD CAVITY. DIMENSION VARIES ADD (1) LAYER 5/8' LEAD LINED GYPSUM WALL DDED LEAD SHIELDING BOARD. SEE SHEET A201 FOR PHYSICIST _ SPECIFIED LEAD LINED SHIELDING THICKNESS.= W4 3-5/8' 20 GAUGE METAL' STUDS 016"O.C. ^� WITH (1) LAYER 5/8 GYPSUM WALL BOARD ONE SIDE AND (1) LAYER SOUND ATTENUATION DIMENSION VARIES BLANKETS EACH STUD CAVITY. ADD (1) LAYER I XW5 WHEN LEAD SHIELDING l — 5/8 LEAD LINED GYPSUM BOARD. SEE SHEET ADDED. I • IA201 FOR PHYSICIST SPECIFIED LEAD LINED I SHIELDING THICKNESS. SEE DETAIL 1/IA502 XW5 EXISTING 3-5/8' METAL STUDS 016 O.C. WITH ■ (1) LAYER 5/8* TYPE "X" GYPSUM WALL ^� BOARD EACH SIDE AND (1) LAYER SOUND _ EXISTING 1 HR FIRE RATED ATTENUATION BLANKETS EACH STUD CAVITY. -- PER UL–U465 W6 - 2-1/2' 25 GAUGE METAL STUDS 016-O.C. WITH (1) LAYER 5/8' LEAD LINED GYPSUM BOARD ONE SIDE AND (1) LAYER SOUND DIMENSION VARIES ATTENUATION BLANKETS EACH STUD CAVITY. WHEN LEAD SHIELDING SEE SHEET IA201 FOR PHYSICIST SPECIFIED : ADDED. LEAD LINE SHIELDING THICKNESS. o NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE F(X) = FRAME TYPE SEE SHEET IA501 FOR FRAME ELEVATIONS. --projectNEMOURS CHILDREN'S PRIMARY CARE URGENT -CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope Drawings: -- These drawings indicate the general scope of the project in terms of architectural design -concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Issue Date Drawn By Checked By 3/30/18 - - RJ L!A Drawling Number: IA201 ' 0 EXISTING WALL MOUNTED FIRE EXTINGUISHER. INSTALL WALL FIFIFIFT-1 F-1 ■ MOUNTED CUP DISPENSER W/ BOTTOM ® 48" AFF. FIRE . r—Ir EXTINGUISHER TO HAVE MIN. RATING OF` 2A10BC FOR EVERY 7 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN ■ EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL WAITING EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND 100A READILY ACCESSIBLE. THE TOP OF THE -EXTINGUISHER SHALL 9 NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE g X03 BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 IINCHES ABOVE THE FLOOR. O3 NEW MILLWORK. O RELOCATED RADIOGRAPHY EQUIPMENT, CHEST BUCKY AND CR UNIT BY G.E. WALKER. 22 LJ 26 27 i n n � rn n� ■ O5 EXISTING UTILITY SINK. 23 I I 10 !U u u u ( so EXISTING WATER HEATER. ; 7 3 RECEPTION 7 CHECK—OUT 101A CHECK—OUT ■ O7 FURNITURE, PROVIDED AND INSTALLED BY TENANT. 127A 4 1 VIA5O3 28► 24 O8 EXISTING HIGH -LOW DRINKING FOUNTAINS. 7 " 4 MIR. 3 2 Q9 WALL MOUNTED T.V. MONITOR, MOUNT APPROX. 86 AFF TO /_0 s LA503 u5o3 13 ' CENTERLINE. PROVIDE FIRE RETARDANT WOOD BLOCKING AND SHREDDER COORDINATE WITH POWER/TV DATA OUTLET LOCATIONS. �____-______10 NEW SINK. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. i� w. ' 11 NEW LEAD LINED WINDOW. 4 II503 WORK 124A iI VITALS 1 F___1 20 I sca_E F__� 20 TrADIOMEU I i --J I26 27 MEDS -- LOCKABLE ■ REF ----------- — ---- ---- - — — —10 — — — — UC.REF C EYEWASH 1 CLEM 28 — — 3 I 6 1 17 ■ 1 X03 1 LAB MEDS 1 7 I I ■ 17 RIIL\(,_ I 12 326IRTY _ _w1 — — — — — — 13 UC.REF pRINTEN w I L L� ■ 16 IFR � i l ___ 1 1 I Ilr— 1I li 35 � HAY ��I t5i PROCEDURE 120A ■ , 37 n—n 10 IlYll r-- 1 ■ I I I l I I _-- 26— — _ 27--- I �� l ■ 29 30 ■ 3 I RADIOGRAPHY 9 116A 31 I 1 11 4 ■ IA503 I t ----------__ 34 �� 1 (--! — r— _— --1 jo4 1� I I® I I _I I _► YI ■ CONTROL J i I DkrA I I I I II Ina I I I L- L�_ I I—L�__-- 32 If =_7 — 1 L I 02 TANK I 1 1o7a i 23 NEW TEMPERED GLASS SLIDING WINDOW TO MATCH EXISTING. 24 FILE DRAWER ON WHEELS, PROVIDED AND INSTALLED BY TENANT. I I W111IJ I ■ Q EXISTING ELECTRICAL PANEL SURFACE MOUNTED PAPER TOWEL DISPENSER, ' I ( GEORGIA—PACIFIC MODEL NO. 59487. v. I . -- — — — i ■ 27 SURFACE MOUNTED SOAP DISPENSER & SHIELD, PROVON, '------------�1 I MODEL NO. LTX -12 GREY/WHITE, GOJO, MODEL NO. p IIL ___________JII 38 i N I 1045—WHT-12. 4 ■ 2s FAUCET—MOUNTED EYEWASH, BASIS OF DESIGN: BRADLEY u5o3 O MODEL S19 -200B OR RELOCATE EXISTING EYEWASH. EXIST. EXAM HALLWAY i o 10-8 11oA IXISTIIG 2s WALL MOUNTED BRACKETS FOR CRUTCHES. PROVIDE P.T. 7 9 I.T. CLOS /STG' WOOD BLOCKING TO ACCOMMODATE BRACKETS. VERIFY WITH 1 t 1a TENANT FOR MOUNTING HEIGHT. I I ` 30 LEAD APRON RACK, MOUNT TO WALL, 'PROVIDE P.T. WOOD 3s 1 i ■ 0BLOCKING FROM 48" TO 54" AFF. 31 PACS COMPUTER WORK STATION. 3 10 26 O t ■ 32 IMAGE PILOT CR UNIT, VENDOR INSTALLED. OI O RADIOGRAPHY CONTROL, VENDOR INSTALLED, CONTRACTOR I ROUGH—IN. _ ■ Q DESK PHONE. ^------------"' EXIST. CI Q 02 TANKS ON MOBILE CART. { is 113A ■ 36 NEW STORAGE CABINET. e EXIST. EXAM 3 F, 12A s ( 37 CRASH CART. project NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Issue Data Drawn By Li 3/30/18 12 o HEMO ANALYSER AND PRINTER. 20 ■ 13 NEW OR EXISTING SEMI—RECESSED FIRE EXTINGUISHER — — CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" 1 VADIOMEIER I "GEMINI* A.F.F. PROVIDE CARSON GEMINI SERIES. FIRE EXTINGUISHER 20 L - — J ' TO HAVE MIN. RATING OF 2A10BC FOR - EVERY 3000 SQ.FT. HALLWAY@r s� I I OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER �9 I 103A L - _ J ` SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE r — — —� ■ CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE I 36 I NEW I TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 1 I �IWE. I 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE L — — _J EXTINGUISHER SHALL -NOT BE LESS THAN 4" ABOVE THE ' FLOOR. o® I 14 TV AND CEILING MOUNTED TV BRACKETS: VITALS ■ 15 . CEILING MOUNTED SINGLE—ARM PROCEDURE LIGHT, BURTON 10M► i OUTPATIENT II, MODEL NO. OP13200. f�101LET 1 is o EXAM TABLE PROVIDED AND INSTALLED 13Y TENANT. 105A ■ --- , n UNDERCOUNTER REFRIGERATOR PROVIDED AND. INSTALLED BY TENANT. ■ 1a RELOCATED FULL SIZE MEDICATION REFRIGERATOR. ' iC I t9 BABY SCALE PROVIDED AND INSTALLED BY TENANT. OE8 tl/ I 20 STADIOMETER AND SCALE (FLOOR MODEL), PROVIDED AND INSTALLED BY TENANT. 3 i 21 DINAMAPP PROVIDED AND INSTALLED BY TENANT. HALLWAY 11 i ' Q WALT. MOUNTED FLAT SCREEN TV MONITOR AND TV WALL 119-A X03 I ( MOUNTED BRACKET BY TENANT VENDOR,_ MOUNT 48" AFF TO a CENTER LINE. PROVIDE . FIRE RETARDANT WOOD BLOCKING ■ FOR WALL MOUNT AND COORDINATE`. WITH POWER/DATA WORKAREAI OUTLET LOCATIONS. _ L I 02 TANK I 1 1o7a i 23 NEW TEMPERED GLASS SLIDING WINDOW TO MATCH EXISTING. 24 FILE DRAWER ON WHEELS, PROVIDED AND INSTALLED BY TENANT. I I W111IJ I ■ Q EXISTING ELECTRICAL PANEL SURFACE MOUNTED PAPER TOWEL DISPENSER, ' I ( GEORGIA—PACIFIC MODEL NO. 59487. v. I . -- — — — i ■ 27 SURFACE MOUNTED SOAP DISPENSER & SHIELD, PROVON, '------------�1 I MODEL NO. LTX -12 GREY/WHITE, GOJO, MODEL NO. p IIL ___________JII 38 i N I 1045—WHT-12. 4 ■ 2s FAUCET—MOUNTED EYEWASH, BASIS OF DESIGN: BRADLEY u5o3 O MODEL S19 -200B OR RELOCATE EXISTING EYEWASH. EXIST. EXAM HALLWAY i o 10-8 11oA IXISTIIG 2s WALL MOUNTED BRACKETS FOR CRUTCHES. PROVIDE P.T. 7 9 I.T. CLOS /STG' WOOD BLOCKING TO ACCOMMODATE BRACKETS. VERIFY WITH 1 t 1a TENANT FOR MOUNTING HEIGHT. I I ` 30 LEAD APRON RACK, MOUNT TO WALL, 'PROVIDE P.T. WOOD 3s 1 i ■ 0BLOCKING FROM 48" TO 54" AFF. 31 PACS COMPUTER WORK STATION. 3 10 26 O t ■ 32 IMAGE PILOT CR UNIT, VENDOR INSTALLED. OI O RADIOGRAPHY CONTROL, VENDOR INSTALLED, CONTRACTOR I ROUGH—IN. _ ■ Q DESK PHONE. ^------------"' EXIST. CI Q 02 TANKS ON MOBILE CART. { is 113A ■ 36 NEW STORAGE CABINET. e EXIST. EXAM 3 F, 12A s ( 37 CRASH CART. project NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Issue Data Drawn By Checked By 3/30/18 RJ YJA CerMW By. UU ppO.000000 ,�. W7 .. v o qtr ;0 e41�0015472 Q°e 3.30.18 0 ° e _ o��C3 p' oaoe e•Oo Qv'A- IVN �. Quo°pQ� ooa oo�000 '� Project Number 17376 _L ri-i REFLECTED CEILING PLAN ti IA203 0 SCALE: 1/4"=1'-0" 8 NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe -all. work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Me: REFLECTED CEILING. PLAN, NOTES AND DETAIL Issue Date Drawn By ' Checked By 9/30/18 RJ MJA MEN Own Own XD loom ENEMA ffiklmmmm IMMMM IMMMISAA EMMMIM - MERSA Ion, MENEirmil No E. No No 0 MEN MENEEP-M Ion, XD SEEMSIONMEMO 0 1rump; XDIN in NONE0 MEN 0 soXDION IN M__ loll! ME I�0man XDIONI "no0 XQME0 NONE NEI ri-i REFLECTED CEILING PLAN ti IA203 0 SCALE: 1/4"=1'-0" 8 NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe -all. work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Me: REFLECTED CEILING. PLAN, NOTES AND DETAIL Issue Date Drawn By ' Checked By 9/30/18 RJ MJA Certified By: O pppO.O0000�o .......... �o 0 O• o • J 15472 , 3.30.18 °(•�,�, �� �o�pDO� ACCESSORY SCHEDULE NOTE. MOUNTING HEIGHTS NOTED ARE TO BE USED ONLY WHEN MANUFACTURERS STANDARD MOUNTING HEIGHTS ARE NOT PROVIDED. ALL ACCESSORIES IN ACCESSIBLE STALL TO COMPLY WITH MANUFACTURERS RECOMMENDED BARRIER FREE MOUNTING HEIGHTS. NO. ITEM MANUFACT. CATALOG # MOUNTING HT. T1 GRAB BAR - 36" BRADLEY 832 001-36 34" A.F.F. T2 GRAB BAR — 42" BRADLEY 832 001-42 34" A.F.F. T3 DUAL SURFACE MOUNTED GEORGIA—PACIFIC 56797 TOP OF UNIT AT TOILET TISSUE DISPENSER 30" A.F.F. T4 24" X 36" FRAMED MIRROR BRADLEY 781-2436 BOT. OF MIRROR REFLECTIVE SURFACE 0 40" AFF T5 BABY CHANGING STATION KOALA CARE KB200-05 WHITE MOUNT TOP OF CHANGING SURFACE OPENED 33" AFF Ts SURFACE MOUNTED SOAP PROVON LTX -12 GR./WH. MOUNT PUSH BUTTON/ DISPENSER W SOAP 1941-02 FOAM SENSOR 0 40" AFF ❑n SOAP DISPENSER SHIELD GOJO 1045—WHT-12 BELOW DISPENSER SIZE FLOOR WALL PROTECTOR T8 SURFACE MOUNTED PAPER GEORGIA—PACIFIC I 59487 BLUE I MOUNT TOWEL DISCHARGE DETAILS TOWEL DISPENSER W/ ROLL N 89460 ROLL OPENING 0 42" AFF 2 ENLARGED TOILET PLAN IA501 SCALE: 3/4" = 1'-0" 5 TOILET ELEV, IA501 SCALE: 1/2" = 1'-0" N r_6TOILET ELEV. �01 SCALE 1/20 = 1'-0" HEAD DETAIL SCALE 1 1/20 = 1'-0" STEEL STUDS JAMB DETA SCALE 1 1/2" = 1'-0" MISCELLANEOUS DES. QTY. TYPE MODEL FINISH BRAND M-1, 1/LEAF KICKPLATE K1050 1630 ROCKWOOD DOOR SCHEDULE NOTES 1. PROVIDE NEW MEDIUM DUTY ADA LEVER HARDWARE YALE PB 5300 SERIES. 2. ALL HARDWARE TO BE AS SPECIFIED PER NEMOURS STANDARDS. 3. COORDINATE KEYING LOCKSETS WITH TENANT. PROVIDE ONE MASTER KEY. 4. ALL FLUSH WOOD DOORS ARE TO HAVE PARTICLEBOARD CORE IN LIEU OF STAVE OR STRUCTURAL COMPOSITE. 5. SEVEN PLY CONSTRUCTION IS ACCEPTABLE. 6. VENEER SHALL BE PLAIN SLICED MAPLE WITH CLEAR FINISH. 7. APPROVED DOOR MANUFACTURERS: ALGOMA, GRAHAM, AND MARSHFIELD. 8. SUPPLY KEYED LOCKS AND CYLINDERS PREPARED TO RECEIVE LARGE FORMAT REMOVABLE CORES, YALE LFIC, PERMANENT CORES SHALL BE KEYED TO OWNERS EXISTING FACTORY GGMK SYSTEM, YALE KEYMARK, KEY CYLINDERS AT THE DIRECTION OF THE OWNER. 9. VERIFY SECURITY HARDWARE WITH TENANT. 10. PROVIDE SILENCERS (3) PER SINGLE DOOR BY IVES AT ALL DOORS. MANUFACTURER MAY BE SUBSTITUTED AT, OWNER'S REQUEST. 11. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. 12. DOOR FRAMES: HOLLOW METAL KNOCK DOWN, 16 GAUGE MANUFACTURER: CURIES 5 3/4' JAMB DEPTH, PAINT FRAMES PER INTERIOR FINISH SPECIFICATIONS. - # SECURITY HARDWARE VENDOR WHEN SELECTED SHALL COMPLY WITH NEPA 101 7.2.1.6.2 AND FLORIDA BUILDING CODE 1010.1.9.8 FOR ACCESS—CONTROLLED DOORS. IF REQUESTED, SECURITY VENDOR WILL SUBMIT DOCUMENTATION CONFIRMING THE FOLLOWING: ; 1. ' A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO UNLOCK THE DOOR LEAF IN THE DIRECTION OF EGRESS UPON DETECTION OF AN APPROACHING OCCUPANT. 2. DOOR LEAVES SHALL AUTOMATICALLY UNLOCK IN THE DIRECTION OF EGRESS UPON LOSS OF POWER TO THE SENSOR OR TO THE PART OF THE ACCESS CONTROL SYSTEM THAT LOCKS THE DOOR LEAVES. 3. DOOR LOCKS SHALL BE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS FROM A MANUAL RELEASE DEVICE COMPLYING WITH ALL OF THE FOLLOWING CRITERIA: (A) THE MANUAL RELEASE DEVICE SHALL BE - LOCATED ON THE EGRESS SIDE, 40 IN. TO 48 IN. VERTICALLY ABOVE THE FLOOR, AND WITHIN 60 IN. OF THE SECURED DOOR OPENINGS. (B) THE MANUAL RELEASE DEVICE SHALL BEREADILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS AS FOLLOWS: PUSH TO EXIT.' (C) WHEN OPERATED, THE MANUAL RELEASE bEVICE SHALL RESULT IN DIRECT INTERRUPTION OF POWER TO THE LOCK INDEPENDENT OF THE LOCKING SYSTEM ELECTRONICS — AND THE LOCK SHALL REMAIN UNLOCKED FOR NOT LESS THAN 30 SECONDS. } - 4. ACTIVATION OF THE BUILDING FIRE -PROTECTIVE SIGNALING SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOOR LEAVES IN THE DIRECTION OF EGRESS, AND THE DOOR LEAVES SHALL REMAIN UNLOCKED UNTIL THE FIRE—PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. 5. THE ACTIVATION OF MANUAL FIRE ALARM, BOXES THAT ACTIVATE THE BUILDING FIRE—PROTECTIVE SIGNALING SYSTEM SPECIFIED IN 7.2.1.6.2(4) SHALL NOT BE REQUIRED TO UNLOCK THE DOOR LEAVES. 6. `ACTIVATION OF THE BUILDING AUTOMATIC 'SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOOR LEAVES IN THE DIRECTION OF EGRESS, AND THE DOOR LEAVES SHALL REMAIN UNLOCKED UNTIL THE FIRE—PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. 7. THE EGRESS SIDE OF ACCESS—CONTROLLED EGRESS DOORS, OTHER THAN EXISTING ACCESS—CONTROLLED EGRESS DOORS, SHALL BE PROVIDED WITH EMERGENCY LIGHTING IN ACCORDANCE WITH SECTION 7.9. 8. THE DOOR LOCKING SYSTEM UNITS SHALL BE LISTED IN ACCORDANCE WITH UL 294. project NEMOURS CHILDREN'S PRIMARY CARE URGENT' CARE EXPANSION .1145 RINEHART ROAD SANFORD, FL 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and . completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawling Tffle: ENLARGED PLANS, ELEVS.,' DOOR AND HRDWRE SCHD Ism Data Drawn By Checked By 8/30/18 RJ MJA DOOR AND FRAME SCHEDULE DOOR FRAME LABEL HARDWARE SECURITY = REMARKS SIZE DETAILS N W w w ABBREVIATIONS C.D Z V) w CD O w U F- to o Y Y w ST =STEEL AL =ALUMINUM HM = HOLLOW METAL CLA= CLEAR ANODIZED a- J Z Z Z 101- U w z Ff p -� W p ~ \ \ o ,rj w _ N - WD = WOOD PF = PREFINISHED F = FLOAT GLASS PT PAINTED � = U w = M ¢ cn M w _ cn ¢ cn cn o m J w U N _ U � cn OJ �- U >< (3 o _ INS - INSULATED GLASS FR = FIRE GLASS o w = ¢ z Q Z Q w w Z = X O cn Q J Q T =TEMPERED GLASS ;_ o ROOM NUMBER &NAME _ �-- w CD � U_ w U _ ZD _ CL w V) C) a_w U HM HOLLOW METAL KNOCK DOWN 1ODA 100A -WAITING 3'-0" 7'-0" 1 3/4" AL CLA - T AL CLA - - - - - - - - - - - - - - - - - - EXIST. STOREFRONT DOOR HARDWARE 10OAl 1 0OA1 -WAITING 3'-0' 7'-0" 1 3/4- AL CLA - T AL CLA - - - - - - - - - - - - - - - - - - EXIST. STOREFRONT DOOR HARDWARE 102A 102A -EXISTING EXAM 3'-0" 7'-0" 1 3/4- WD PF D1 - HM PT F1 - - - - - - - - - - - - - - - - - EXIST'G WOOD DOOR, HM FRAME, H.WARE 103A 103A -CORRIDOR 3'-0" 1 7'-0" 1 3/4' WD PF D1 - HM PT F1 - - - - - - - - - - - - - - - - - EXIST'G WOOD DOOR, HM FRAME, H.WARE 105A 105A -TOILET 3'-0" 7'-0" 1 3/4" WD PF D1 - HM PT F1 - - - - - - - - L-1 S-1 D-1 - - - - - - - 106A 106A -TOILET 3'-0" 7'-0" 1 3/40 WD PF D1 - HM PT F1 - - - - - - - - L-1 S-1 D-1 - - - - - - - 108A 108A -EXISTING EXAM 3'-0" 7'-0" 1 3/4- WD PF D1 - HM PT F1 - - - - - _ - - - - - - - - - - - EXIST'G WOOD DOOR, HM FRAME, H.WARE 111A 111A-I.T. CLOSET/STORAGE 2)3'-0- 7'-0" 1 3/4N WD PF - - HM PT - - - - - - - - - - - - - - - - - - EXIST'G WOOD DOOR, HM FRAME, H.WARE 111A1 111A1-I.T. CLOSET/STORAGE 3'-0' 7'-0" 1 3/4- WD PF - - HM PT - - - - - - - - - - - - - - - - - - EXIST'G WOOD DOOR, HM FRAME, H.WARE 112A 112A -EXISTING EXAM 3'-0" 7'-0" 1 3/4- WD PF D1 - HM PT F1 - - - - - - - - - - - - - - - - - IXIST'G WOOD DOOR, HM FRAME, H.WARE 113A 113A-J.C. 2)2' -Ow 7'-0" 1 3 4" WD PT - - HM PT - - - - - - - - - - - - - - - - - - - EXIST'G WOOD DOOR, HM FRAME, H.WARE 114A 114A -LOUNGE 3'-0" 7'-0" 1 3 4' WD PF D1 - HM PT F1 - - - - - - - - - - - - - - - - - EXIST'G WOOD DOOR, HM FRAME, H.WARE 114A1 114A1 -LOUNGE 4'-0" 7'-0" 1 3 4" HM PF D1 - HM PT F1 - - - - - - - - - - - - - - - - - EXIST'G HM DOOR, HM FRAME, H.WARE 116A 116A -RADIOGRAPHY 4'-0' T-0" 1 3 4' WD PF D1 - HM PT F1 - H1 J1 - - B-2 - - L-2 S-2 - - M-1 - - - - 1/32- LEAD LINED DOOR &FRAME 116A1 116A1 -RADIOGRAPHY 4'-0" 7'-0" 1 3 4" HM PF D1 - HM PT F1 - - - - - - - - - - - - - - - - - EXIST'G HM DOOR, HM FRAME, H.WARE 118A 118A -PROCEDURE 4'-0" 7'-0" 1 3 4" WD PF D1 - HM PT F1 - H1 J1 - - B-3 - - L-3 S-1 - - M -1- 122A 122A -EXAM 3'-0' 7'-0" 1 3/4' WD PF D1 - HM PT F1 - H1 J1 - - B-1 - - L-3 S-1 - - - - - - - - 125A 125A -EXAM 3'-0" 7'-0" 1 3/4' WDHPFD1 - HM PT F1 - H1 J1 - B-1 - - L-3 S -1127A 127A -EXAM 3'-0"7'-0" 1 3 4" WDD1 - HM PT F1 - H1 J1 J - B-1 - - L-3 S -1128A 128A -CORRIDOR 3'-0" T-0' 1 3 4' WDD1 T HM PT F1 - H1 J1 - B-3 I - - L-4 I D-1 - M-1 - - - - IXIST'G WOOD DOOR, HM FRAME, H.WARE HARDWARE SCHEDULE HINGES&I VOTS PI%E _ SCHEDULE Z�_ DES. QTY. TYPE MODEL # FINISH BRAND J4 V 6' B-1 3/LEAF HINGES TA2714/TA2314 #32D MCKINNEY / cv 2 2• N — B-2 ' .1/LEAF PIVOTS L0147/LO19 #630 ABH B-3 4/LEAF HINGES TA2714 #32D MCKINNEY LATCH -FUNCTION `75 MM DES. QTY. TYPE MODEL J FINISH BRAND \ LEAD—LINED o 7 L0L-1 1 PRIVACY PB 5302LN YALE L-2 1 HOSPITAL LATCHSET 1626 602A—L 626 ABH L-3 1 PASSAGE PB 5301LN J626 YALE ------------ `� \ L-4 1 CLASSROOM PB 5308LN J626 YALE 2'-6' D 1 F1 F2 STOP • DES. QTY. TYPE = MODEL # FINISH BRAND ' DOOR ELEVATIONS FRAME ELEVATIONS S-1 1/LEAF WALL STOP WSO4 126 MCKINNEY r S-2 1/LEAF OVERHEAD STOP t025LL �26D MCKINNEY �> SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" � o CLOSER DES. QTY. TYPE MODEL # FINISH BRAND Ts n D-1 1/LEAF SURFACE MOUNTED R4400 1626 YALE 2 ENLARGED TOILET PLAN IA501 SCALE: 3/4" = 1'-0" 5 TOILET ELEV, IA501 SCALE: 1/2" = 1'-0" N r_6TOILET ELEV. �01 SCALE 1/20 = 1'-0" HEAD DETAIL SCALE 1 1/20 = 1'-0" STEEL STUDS JAMB DETA SCALE 1 1/2" = 1'-0" MISCELLANEOUS DES. QTY. TYPE MODEL FINISH BRAND M-1, 1/LEAF KICKPLATE K1050 1630 ROCKWOOD DOOR SCHEDULE NOTES 1. PROVIDE NEW MEDIUM DUTY ADA LEVER HARDWARE YALE PB 5300 SERIES. 2. ALL HARDWARE TO BE AS SPECIFIED PER NEMOURS STANDARDS. 3. COORDINATE KEYING LOCKSETS WITH TENANT. PROVIDE ONE MASTER KEY. 4. ALL FLUSH WOOD DOORS ARE TO HAVE PARTICLEBOARD CORE IN LIEU OF STAVE OR STRUCTURAL COMPOSITE. 5. SEVEN PLY CONSTRUCTION IS ACCEPTABLE. 6. VENEER SHALL BE PLAIN SLICED MAPLE WITH CLEAR FINISH. 7. APPROVED DOOR MANUFACTURERS: ALGOMA, GRAHAM, AND MARSHFIELD. 8. SUPPLY KEYED LOCKS AND CYLINDERS PREPARED TO RECEIVE LARGE FORMAT REMOVABLE CORES, YALE LFIC, PERMANENT CORES SHALL BE KEYED TO OWNERS EXISTING FACTORY GGMK SYSTEM, YALE KEYMARK, KEY CYLINDERS AT THE DIRECTION OF THE OWNER. 9. VERIFY SECURITY HARDWARE WITH TENANT. 10. PROVIDE SILENCERS (3) PER SINGLE DOOR BY IVES AT ALL DOORS. MANUFACTURER MAY BE SUBSTITUTED AT, OWNER'S REQUEST. 11. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. 12. DOOR FRAMES: HOLLOW METAL KNOCK DOWN, 16 GAUGE MANUFACTURER: CURIES 5 3/4' JAMB DEPTH, PAINT FRAMES PER INTERIOR FINISH SPECIFICATIONS. - # SECURITY HARDWARE VENDOR WHEN SELECTED SHALL COMPLY WITH NEPA 101 7.2.1.6.2 AND FLORIDA BUILDING CODE 1010.1.9.8 FOR ACCESS—CONTROLLED DOORS. IF REQUESTED, SECURITY VENDOR WILL SUBMIT DOCUMENTATION CONFIRMING THE FOLLOWING: ; 1. ' A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO UNLOCK THE DOOR LEAF IN THE DIRECTION OF EGRESS UPON DETECTION OF AN APPROACHING OCCUPANT. 2. DOOR LEAVES SHALL AUTOMATICALLY UNLOCK IN THE DIRECTION OF EGRESS UPON LOSS OF POWER TO THE SENSOR OR TO THE PART OF THE ACCESS CONTROL SYSTEM THAT LOCKS THE DOOR LEAVES. 3. DOOR LOCKS SHALL BE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS FROM A MANUAL RELEASE DEVICE COMPLYING WITH ALL OF THE FOLLOWING CRITERIA: (A) THE MANUAL RELEASE DEVICE SHALL BE - LOCATED ON THE EGRESS SIDE, 40 IN. TO 48 IN. VERTICALLY ABOVE THE FLOOR, AND WITHIN 60 IN. OF THE SECURED DOOR OPENINGS. (B) THE MANUAL RELEASE DEVICE SHALL BEREADILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS AS FOLLOWS: PUSH TO EXIT.' (C) WHEN OPERATED, THE MANUAL RELEASE bEVICE SHALL RESULT IN DIRECT INTERRUPTION OF POWER TO THE LOCK INDEPENDENT OF THE LOCKING SYSTEM ELECTRONICS — AND THE LOCK SHALL REMAIN UNLOCKED FOR NOT LESS THAN 30 SECONDS. } - 4. ACTIVATION OF THE BUILDING FIRE -PROTECTIVE SIGNALING SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOOR LEAVES IN THE DIRECTION OF EGRESS, AND THE DOOR LEAVES SHALL REMAIN UNLOCKED UNTIL THE FIRE—PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. 5. THE ACTIVATION OF MANUAL FIRE ALARM, BOXES THAT ACTIVATE THE BUILDING FIRE—PROTECTIVE SIGNALING SYSTEM SPECIFIED IN 7.2.1.6.2(4) SHALL NOT BE REQUIRED TO UNLOCK THE DOOR LEAVES. 6. `ACTIVATION OF THE BUILDING AUTOMATIC 'SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOOR LEAVES IN THE DIRECTION OF EGRESS, AND THE DOOR LEAVES SHALL REMAIN UNLOCKED UNTIL THE FIRE—PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. 7. THE EGRESS SIDE OF ACCESS—CONTROLLED EGRESS DOORS, OTHER THAN EXISTING ACCESS—CONTROLLED EGRESS DOORS, SHALL BE PROVIDED WITH EMERGENCY LIGHTING IN ACCORDANCE WITH SECTION 7.9. 8. THE DOOR LOCKING SYSTEM UNITS SHALL BE LISTED IN ACCORDANCE WITH UL 294. project NEMOURS CHILDREN'S PRIMARY CARE URGENT' CARE EXPANSION .1145 RINEHART ROAD SANFORD, FL 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and . completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawling Tffle: ENLARGED PLANS, ELEVS.,' DOOR AND HRDWRE SCHD Ism Data Drawn By Checked By 8/30/18 RJ MJA Certified By: �p000go 0 (000 F Fd0 0 ° ° a � s • �G 0: S :o �. `b° °, AR 15472 0 00 3.30.18 QLD lam p0 Drawing Number: IA501 3%' OR 6' 25 GA. STEEL STUDS AT 16' O.C. %' GYPSUM WALL BOARD------ 3f6 POINTED FRAMING SCREW PFD716 0 24' O.C. MAX. NEW WALL BASE. SEE FINISH SCHEDULE NEW FLOOR FINISH. ' PIN ® 24'O.C. SEE FINISH SCHEDULE EXISTING FLOOR SLAB 2 WALL SECTION- �IA5�O2SCALE: 1" = 1'-0' > max 635 max kJ ADA TOE/ :<NEE CLEARANC - 3f6 POINTED FRAMING i i - `— SCREW PFD716 ®24' � i i i SUSPENDED ACOUSTIC O.C. MAX. i - CEILING TILE SEE SHEET EL 8'-0' AFF - IA203 FOR SPECIFICATIONS —" PIN ® 24' O.C. F BOT. CEILING EXISTING FLOOR SLAB A 0 N N 20 max (a) O N r (b) 10 max 255 0 N N ADA .PROTRUDING OBJECTS, SIGNAGE IA502 % SCALE. 1/4' — 1'-0' NEMOURS CHILDREN'S PRIMARY CARE URGENT_. CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771. Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, - the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessorily indicate or describe ail work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Issue Date OIL EL. 9'-0' AFF �— Checked By BOT./CEILING RJ A'' METAL STUDS ® 16' O.C. DRYWALL SOFFIT 3(6 POINTED FRAMING SCREW h B.O. ACT TILE PFD716 ® 24' O.C. MAX.— SEE RCP %' GYPSUM WALL SUSPENDED ACOUSTIC BOARD ON ONE SIDE CEILING TILE OIL EL. T-0" BOT./CEILING SOUND BATT INSULATION ----,— 3%' OR 6' 25 GA. STEEL STUDS AT 16' O.C. %' GYPSUM WALL BOARD------ 3f6 POINTED FRAMING SCREW PFD716 0 24' O.C. MAX. NEW WALL BASE. SEE FINISH SCHEDULE NEW FLOOR FINISH. ' PIN ® 24'O.C. SEE FINISH SCHEDULE EXISTING FLOOR SLAB 2 WALL SECTION- �IA5�O2SCALE: 1" = 1'-0' > max 635 max kJ ADA TOE/ :<NEE CLEARANC - 3f6 POINTED FRAMING i i - `— SCREW PFD716 ®24' � i i i SUSPENDED ACOUSTIC O.C. MAX. i - CEILING TILE SEE SHEET EL 8'-0' AFF - IA203 FOR SPECIFICATIONS —" PIN ® 24' O.C. F BOT. CEILING EXISTING FLOOR SLAB A 0 N N 20 max (a) O N r (b) 10 max 255 0 N N ADA .PROTRUDING OBJECTS, SIGNAGE IA502 % SCALE. 1/4' — 1'-0' NEMOURS CHILDREN'S PRIMARY CARE URGENT_. CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771. Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, - the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessorily indicate or describe ail work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Issue Date Drawn By Checked By 3/30/18 RJ IIJA 3'—EV4• I 4'-0' 2' -3 - WAITING ELEVATION IA503 SCALE: 1/2" = 1'-0" 2 RECEPTION ELEVATION IA503 SCALE: 1/2' = 1'-0" 9 10 11 504 IA504 IA504 `GYPSUM BOARD SOFFIT 12 IA504 1' DEEP UPPER `GYPSUM BOARD SOFFIT CABINETS (TYP.) (JUSTABI SHELVES n Ts a T8 LOCKS 12 DEEP UPPER %14 I'll IN 1'-4' 1'-7' 1'-6' 1'-6' 1'-6" 1'-6' 1'-6• 1'-6• 1 • 14" DEEP UPPER PACS COMPUTER \ / \ STORAGE CUBBIES, GRAB BAR - 36" CASSETTES, BOOKS, 832 001-36 STICKERS & TOOLS 13 GRAB BAR - 42" \_ ° 34" A.F.F. i C--------__�--_ _-_-� -= C-- --_-----_�-- REFRIGERATO C----_-----�--_ 2'-2-Y4• % 30" A.F.F. T4 / ADJUST VESCKS (TYP._- A/DJUSTABLE SHELVES 0 N 7'-0' - II - - _ - UNDERC INET MOUNT TOP OF CHANGING ■ 16 DEEP o /TASK LIGHT] d_------ ---------- ----- - -_---- LTX -12 GR./WH. N f /4-'\ \ / - - "4-4 --------- OPEN SHE / - -- --- `4- t' ------------ - GOJO 1045-WHT=12 BELOW DISPENSER HEMO- ADJUST LE SHELVPiNi IA504 IA504 T8 SURFACE MOUNTED PAPER Sao ASH ANALYSER n rs 0 -PACIFIC T6 3 OPENING 0 42' AFF PRINTER EXISTING COUNTERTOP o HEMO-ANALYSER IA504 � LARGE GROMMET U.C. REFRIG. - F= KICKER o_z— OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW N ----- ___--_o I_ - NEW CABINET MATCH UNDERCABINET RELOCATED EXISTING UPPER CABIN o TO EXISTING. RELOCATED EXISTING TASK LIGHTIN 10 0' .! COUNTERTOP UPPER CABINETS 1` t U.C. REFRIG. f N \ \ - \ / - � 04 PLASTIC LAMINATE KICKE N VENEER FINISH M OPEN BELOW OPEN BELOW OPEN BELOW i 3'-11' 1' 3'-11' 1' 3'-1,• 12 IA504 1' DEEP UPPER `GYPSUM BOARD SOFFIT CABINETS (TYP.) (JUSTABI SHELVES n Ts a T8 LOCKS "s PROCEDUR IA503 J SCALE: 1/2" = 1'-0" E EL ENATION "3 CHECK-OUT IA503 SCALE: 1/2" = 1'-0" _ 2 12 DEEP UPPER %14 CABINETS TYP. 12'-0' 1'-4' 1'-7' 1'-6' 1'-6' 1'-6" 1'-6' 1'-6• 1'-6• 1 • 14" DEEP UPPER PACS COMPUTER \ / \ STORAGE CUBBIES, GRAB BAR - 36" CASSETTES, BOOKS, 832 001-36 STICKERS & TOOLS 13 GRAB BAR - 42" IA504 ° 34" A.F.F. i / NARCOTICS�CA IN REFRIGERATO 7'-11' 2'-2-Y4• "s PROCEDUR IA503 J SCALE: 1/2" = 1'-0" E EL ENATION "3 CHECK-OUT IA503 SCALE: 1/2" = 1'-0" _ 2 12 DEEP UPPER %14 CABINETS TYP. 12'-0' 1'-4' 1'-7' 1'-6' 1'-6' 1'-6" 1'-6' 1'-6• 1'-6• 1 • 14" DEEP UPPER PACS COMPUTER MANUFACT. IMAGE PILOT CR UNIT MOUNTING HT. STORAGE CUBBIES, GRAB BAR - 36" CASSETTES, BOOKS, 832 001-36 STICKERS & TOOLS 13 GRAB BAR - 42" IA504 ° 34" A.F.F. i / NARCOTICS�CA IN REFRIGERATO 2'-2-Y4• % 30" A.F.F. T4 / ADJUST VESCKS (TYP._- BOT. OF MIRROR REFLECTIVE F-4 48. 48. 4 1._6■ 48. 4 1._6• C------ 7'-0' - II - - _ - UNDERC INET MOUNT TOP OF CHANGING a ----- o /TASK LIGHT] d_------ ---------- ----- - -_---- LTX -12 GR./WH. 5 110- T8 T7 T6 a /4-'\ EPARAT 3KEY 1941-02 FOAM SENSOR ® 40" AFF - GOJO 1045-WHT=12 BELOW DISPENSER ADJUST LE SHELVPiNi IA504 IA504 T8 SURFACE MOUNTED PAPER TASK LIGHTING ASH • TOWEL DISPENSER W/ ROLL -PACIFIC 1 89460 ROLL OPENING 0 42' AFF EXISTING COUNTERTOP � U.C. REFRIG. - F= KICKER o_z— OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW N ----- ___--_o I_ - NEW CABINET MATCH UNDERCABINET RELOCATED EXISTING UPPER CABIN o TO EXISTING. RELOCATED EXISTING TASK LIGHTIN 10 0' .! COUNTERTOP UPPER CABINETS 1` t • PLASTIC LAMINATE KICKE N VENEER FINISH M OPEN BELOW OPEN BELOW OPEN BELOW i 3'-11' 1' 3'-11' 1' 3'-1,• ELEVATION 5 TEAM WORK ELEVATION IA503 SCALE: - 1/2" _ l'—Om I V-4-" 1'_4Y,• V-41 ■ 4'-3' 4 EXAM (TYP.) IA503 SCALE: 1/2" = 1'-0" "91CONTROL ELEVATION IA503 % SCALE: 1/2" = V-0" - ,' V-4-' 1'-4Y4' r �o VITALS IA503 SCALE: 1/2' = 1'-0" LEAD LINED CONTROL HEIGHTS ARE NOT PROVIDED. ALL ACCESSORIES IN ACCESSIBLE STALL TO COMPLY WITH MANUFACTURERS VIEW WINDOW 14" DEEP UPPER PACS COMPUTER MANUFACT. IMAGE PILOT CR UNIT MOUNTING HT. STORAGE CUBBIES, GRAB BAR - 36" CASSETTES, BOOKS, 832 001-36 STICKERS & TOOLS 13 GRAB BAR - 42" IA504 ° 34" A.F.F. i / NARCOTICS�CA IN REFRIGERATO 2'-2-Y4• % 30" A.F.F. T4 / ADJUST VESCKS (TYP._- BOT. OF MIRROR REFLECTIVE F-4 48. 48. 4 1._6■ 48. 4 1._6• C------ 7'-0' "91CONTROL ELEVATION IA503 % SCALE: 1/2" = V-0" - ,' V-4-' 1'-4Y4' r �o VITALS IA503 SCALE: 1/2' = 1'-0" 6 LAB/MEDS ELEVATION IA503 SCALE: 1/2• = 1'—On /14 - 14" DEEP UPPER YMO CABINETS (TYP.) M CV v • N NOTE• MOUNTING HEIGHTS NOTED ARE TO BE USED ONLY WHEN MANUFACTURERS STANDARD MOUNTING HEIGHTS ARE NOT PROVIDED. ALL ACCESSORIES IN ACCESSIBLE STALL TO COMPLY WITH MANUFACTURERS GYPSUM BOARD SOFFIT 14" DEEP UPPER ITEM , MANUFACT. CATALOG # MOUNTING HT. CABINETS (TYP.) GRAB BAR - 36" / \ 832 001-36 34" A.F.F. \ GRAB BAR - 42" BRADLEY FULL SIZE 34" A.F.F. i / NARCOTICS�CA IN REFRIGERATO TOILET TISSUE DISPENSER 30" A.F.F. T4 / ADJUST VESCKS (TYP._- BOT. OF MIRROR REFLECTIVE C------ --- -- _ _ .------ __---- 7 C---__ - II - - _ - UNDERC INET MOUNT TOP OF CHANGING a ----- o /TASK LIGHT] d_------ ---------- ----- - -_---- LTX -12 GR./WH. 5 110- T8 T7 T6 a /4-'\ EPARAT 3KEY 1941-02 FOAM SENSOR ® 40" AFF - GOJO 1045-WHT=12 BELOW DISPENSER -' IA O4 IA504 IA504 T8 SURFACE MOUNTED PAPER TASK LIGHTING ASH • TOWEL DISPENSER W/ ROLL -PACIFIC 1 89460 ROLL OPENING 0 42' AFF EXISTING COUNTERTOP � U.C. REFRIG. - F= KICKER OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW N M 6 LAB/MEDS ELEVATION IA503 SCALE: 1/2• = 1'—On /14 - 14" DEEP UPPER YMO CABINETS (TYP.) M CV v • N TEAM WORD ELEVATION IA503 SCALE: 1/29 = 1'-0" - Y NOTE: ALL EXPOSED COUNTERTOPS TO HAVE 3" RADIUS CORNERS. ACCESSORY SCHEDULE NOTE• MOUNTING HEIGHTS NOTED ARE TO BE USED ONLY WHEN MANUFACTURERS STANDARD MOUNTING HEIGHTS ARE NOT PROVIDED. ALL ACCESSORIES IN ACCESSIBLE STALL TO COMPLY WITH MANUFACTURERS RECOMMENDED BARRIER FREE MOUNTING HEIGHTS. N0. ITEM , MANUFACT. CATALOG # MOUNTING HT. T1 GRAB BAR - 36" / \ 832 001-36 34" A.F.F. \ GRAB BAR - 42" BRADLEY 832 001-42 34" A.F.F. T3 C-�---- �_7 C_-_zC_�J.---- 56797 // TOILET TISSUE DISPENSER 30" A.F.F. T4 24" X 36" FRAMED MIRROR BRADLEY 781-2436 £ BOT. OF MIRROR REFLECTIVE - - - - _ - K8200-05 WHITE MOUNT TOP OF CHANGING SURFACE OPENED 33" AFF E6] SURFACE MOUNTED SOAPPROVON LTX -12 GR./WH. MOUNT PUSH BUTTON/ DISPENSER W SOAP 1941-02 FOAM SENSOR ® 40" AFF SOAP DISPENSER SHIELD GOJO 1045-WHT=12 BELOW DISPENSER UNDERCABINET - T8 SURFACE MOUNTED PAPER TASK LIGHTING 59487 BLUE • TOWEL DISPENSER W/ ROLL -PACIFIC 1 89460 ROLL OPENING 0 42' AFF EXISTING COUNTERTOP KICKER OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW N M TEAM WORD ELEVATION IA503 SCALE: 1/29 = 1'-0" - Y NOTE: ALL EXPOSED COUNTERTOPS TO HAVE 3" RADIUS CORNERS. ACCESSORY SCHEDULE project NEMOURS CHILDREN'S. PRIMARY. CARE URGENT. CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope Drawings: These drawings indicate the general -scope of the project in terms of architectural .design concept, the dimensions of the building, the -major architectural `elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work _required for full perfomance and completion of the requirements of I the contract. On the basis of the general scope _indicated or described,.. the trade contractors- shall furnish all items required for the proper. execution and completion of the _work. issue Date Dawn By Checked By 3 certified Br. pppO.00000000 O aoff oda. J. 0'0:��G � F �• ° O' o Air 0 72 o 3.30.18 NOTE• MOUNTING HEIGHTS NOTED ARE TO BE USED ONLY WHEN MANUFACTURERS STANDARD MOUNTING HEIGHTS ARE NOT PROVIDED. ALL ACCESSORIES IN ACCESSIBLE STALL TO COMPLY WITH MANUFACTURERS RECOMMENDED BARRIER FREE MOUNTING HEIGHTS. N0. ITEM , MANUFACT. CATALOG # MOUNTING HT. T1 GRAB BAR - 36" BRADLEY 832 001-36 34" A.F.F. T2 GRAB BAR - 42" BRADLEY 832 001-42 34" A.F.F. T3 DUAL SURFACE MOUNTED GEORGIA -PACIFIC 56797 TOP OF UNIT AT TOILET TISSUE DISPENSER 30" A.F.F. T4 24" X 36" FRAMED MIRROR BRADLEY 781-2436 £ BOT. OF MIRROR REFLECTIVE SURFACE ® 40" AFF T5 BABY CHANGING STATION KOALA CARE K8200-05 WHITE MOUNT TOP OF CHANGING SURFACE OPENED 33" AFF E6] SURFACE MOUNTED SOAPPROVON LTX -12 GR./WH. MOUNT PUSH BUTTON/ DISPENSER W SOAP 1941-02 FOAM SENSOR ® 40" AFF SOAP DISPENSER SHIELD GOJO 1045-WHT=12 BELOW DISPENSER FLOOR WALL PROTECTOR - T8 SURFACE MOUNTED PAPER GEORGIA 59487 BLUE MOUNT TOWEL DISCHARGE TOWEL DISPENSER W/ ROLL -PACIFIC 1 89460 ROLL OPENING 0 42' AFF project NEMOURS CHILDREN'S. PRIMARY. CARE URGENT. CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope Drawings: These drawings indicate the general -scope of the project in terms of architectural .design concept, the dimensions of the building, the -major architectural `elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work _required for full perfomance and completion of the requirements of I the contract. On the basis of the general scope _indicated or described,.. the trade contractors- shall furnish all items required for the proper. execution and completion of the _work. issue Date Dawn By Checked By 3 certified Br. pppO.00000000 O aoff oda. J. 0'0:��G � F �• ° O' o Air 0 72 o 3.30.18 /30/18 RJ YJA PLASTIC LAMINAT 3/4' PLYWOOD PLASTIC LAMINATE ON 3/4' PLYWOOD COUNTERTOP ON P.T. WOOD FRAMING 2'-9- 5 PLASTIC LAMINATE ON 3/4' PLYWOOD ON P.T. WOOD FRAMING PLASTIC LAMINAT 3/4" PLYWOOD PLASTIC LAMINATE ON EXTENSION DRAV 3/4' PLYWOOD ON P.T. WOOD FRAMING ` PLASTIC LAMINAT PLASTIC LAMINATE 3/4" PLYWOOD ON 3/4" PLYWOOD TOE KICK t-41 4 MILLWORK SECTION _ �O4SCALE: 1' = t'—o" 1 MILLWORK SECTION �IA5O�4SCALE: 1" = t'—o' PLASTIC LAMINAT 3/4" PLYWOOD i P.T. WOOD BLOCKING AS REQUIRED I RELOCATED EXISTING PLASTIC LAMINAT UPPER CABINET 3/4' PLYWOOD . EXTENSION DRAV c — — — • P.T. WOOD BLOCKING PLASTIC LAMINAT AS REQUIRED 3/4" PLYWOOD ' UNDER CABINET TASK LIGHTING 5 MILLWORK SECTION IA504 SCALE: 1" = 1'-0' 0 PLASTIC LAMINATE ON 3/4" PLYWOOD COUNTERTOP ON P.T. WOOD FRAMING 2' ' PLASTIC LAMINATE ON 19 P.T. WOOD BLOCKING 3/4" PLYWOOD g• AS REQUIRED COUNTERTOP LEDGER AT WALL, PLASTIC SEE SHEET IA201 PLASTIC LAMINATE ON LAMINATE FINISH ALL SIDES FOR WALL TYPES 3/4' PLYWOOD W/ WITH CONCEALED ANCHORS. FULL EXTENSION DRAWER • ADA COMPLIANT ALUMINUM PULLi M I KICKER (COUNTER SUPPORT), WHITE MELAMINEADJUSTABLE SHELF ADA COMPLIANT KNEE SPACE WITH CONCEALED FASTENERS o AND PLASTIC LAMINATE FINISH N ON ALL FACES, PROVIDE s' PLASTIC LAMINATE ON i •_ — _ _ _ _ _ _ _. COMPLETE ASSEMBLY FOR •�, 3/4 PLYWOOD PROPER COUNTER SUPPORT. PLASTIC LAMINATE ON 3/4" PLYWOOD TOE KICK — r2**MILLWORK SECTION-- • $ M VOOD BLOCKING -QUIRED EL 10'-11' AFF BOT. CEILING i� ' l We I111 SEE SHEET IA502 FOR SOFFIT SECTIONS SHEET IA201 WALL TYPES �. EL 8'-0' AFF BOT./CEILING TEMPERED GLASS WOOD BLOCKING REQUIRED SHEET IA201 ROUNDED CORNERS WALL TYPES P.T. WOOD BLOCKING AS REQUIRED SEE SHEET IA201 FOR WALL TYPES IA504 SCALE~ 1 = 1-D 6 MILLWORK SECTION SUPPORT CHANNEL METAL STUDS IAr;n4 I SCALE: 1" = 1'-0" ALUMINUM SUPPORT PLASTIC LAMINATE ON 3/4' PLYWOOD COUNTERTOP ON P.T. WOOD FRAMING PLASTIC LAMINATE ON 3/4" PLYWOOD ON P.T. WOOD FRAMING - PLASTIC LAMINATE ON 3/4' PLYWOOD TOE KICK GYPSUM BO SOFFIT ON METAL STUC ® 16' O.C. PLASTIC LAI 3/4" PLYW( CABINET DO ADA COMPO ALUMINUM F PLASTIC LAI ALL EXPOSE AND RETURI PLASTIC LAI 3/4 PLYWC COUNTERTOP MOCKETT GROMMET ADA COMPLI ALUMINUM F 6' DIA., TM1B SATIN STAINLESS STEEL WHITE MELA ADJUSTABLE PLASTIC L4 3/4' PLYWC PLASTIC LAh 3/4' PLYWC WORK SECTION 1'-0' 111111 2' EL 9'-0' AFF BOT. CEILING f—KICKER (COUNTER SUPPORT), ADA COMPLIANT KNEE SPACE WITH CONCEALED FASTENERS AND PLASTIC LAMINATE FINISH 2'-0' ON ALL FACES, PROVIDE COMPLETE ASSEMBLY FOR PROPER COUNTER SUPPORT. SEE MILLWORK ELEVATIONS FOR REVEAL LOCATIONS. MATCH TO EXISTING. DGER AT WALL, PLASTIC LAMINATE FINISH ALL • SIDES WITH CONCEALED ANCHORS. PLASTIC LAMINATE ON 3/4' PLYWOOD W/ FULL LASTIC LAMINATE ON EXTENSION DRAWERS 3/4" PLYWOOD ON P.T. PLASTIC LAMINATE ON WOOD FRAMING 3/4' PLYWOOD TOE K10 VINYL BASE 1 *1 _IIA X81 MILLWORK SECTION GYPSUM BOARD -----RECESSED GLASS SOFFIT ON 3 5/8' SUPPORT CHANNEL METAL STUDS I 1 I I I I I ® 16' O.C. ALUMINUM SUPPORT CABINET DOOR FRAME FOR PLASTIC LAMINATE ON TRANSACTION PLASTIC LAMINATE ON WINDOW. 3/4' PLYWOOD MATCH WINDOW CABINET DOOR FRAME FINISH. TASK LIGHTING SHEET IA201 WHITE MELAMINE 3/4' PLYWOOD ADJUSTABLE SHELVES ALUMINUM STAINLESS SINK TRANSACTION WINDOW SEE PLUMBING DWGS WITH NO BOTTOM ADA COMPLIANT TRACK, TEMPERED ALUMINUM PULL GLASS SLIDING CABINET DOOR WINDOW. UNDER CABINET _ TASK LIGHTING ---BLASTIC LAMINATE AS REQUIRED COUNTERTOP SIDE PLASTIC LAMINATE ON / BACKSPLASH, 3/4" PLYWOOD COUN (BEYOND). 40 f—KICKER (COUNTER SUPPORT), ADA COMPLIANT KNEE SPACE WITH CONCEALED FASTENERS AND PLASTIC LAMINATE FINISH 2'-0' ON ALL FACES, PROVIDE COMPLETE ASSEMBLY FOR PROPER COUNTER SUPPORT. SEE MILLWORK ELEVATIONS FOR REVEAL LOCATIONS. MATCH TO EXISTING. DGER AT WALL, PLASTIC LAMINATE FINISH ALL • SIDES WITH CONCEALED ANCHORS. PLASTIC LAMINATE ON 3/4' PLYWOOD W/ FULL LASTIC LAMINATE ON EXTENSION DRAWERS 3/4" PLYWOOD ON P.T. PLASTIC LAMINATE ON WOOD FRAMING 3/4' PLYWOOD TOE K10 VINYL BASE 1 *1 _IIA X81 MILLWORK SECTION (_,o MILLWORK -SECTION I usoa s i o 5/8" GYPSUM BOARD SOFFIT ON 3 5/8' METAL STUDS 0 16' O.C. WHITE MELAMINE I I I i I I I I I I ADJUSTABLE SHELVES - PLASTIC LAMINATE ON I 1 I I I I I 3/4' PLYWOOD COUNTERTOP CABINET DOOR I PLASTIC LAMINATE ON REQUIRED ADA COMPLIANT . , UNDER CABINET T. WOOD TASK LIGHTING SHEET IA201 3/4' PLYWOOD STAINLESS SINK ' SEE PLUMBING DWGS BLOCKING I CABINET DOOR . _ — — AS REQUIRED I 1 •_3• PLASTIC LAMINATE ON 40 'CO 3/4' PLYWOOD ON ALL WHITE MELAMINE N 1-4 EE SHEET IA201 ADJUSTABLE SHELVES FOR WALL TYPES I AND RETURNS -31 ' I ADA COMPLIANT ULL ALUMINUM PULL— -------- I ACCESS PANEL N N STAINLESS STEEL STAINLESS (BEYOND) - SINGLE BOWL SINK CASSETTE CUBBIE (TYP.) PLASTIC LAMINATE ON • t•_2• 3/4" MARINE GRADE _ ,°Di PLYWOOD COUNTERTOP 3/4' PLYWOOD TOE KICK a T. WOOD MILLWORK SECTION 1'-2'IA504 I BLOCKING SCALE: 1' = 1'-0' _ ADA COMPLIANT P.T. WOOD BLOCKING _ AS REQUIRED AS REQUIRED ALUMINUM PULL P.T. WOOD BLOCKING EE SHEET IA201 .T. WOOD BLOCKING FOR WALL TYPES —1' AS REQUIRED ' EE SHEET IA201 PLASTIC LAMINATE ON — — t o 1 ' N N I PLASTIC LAMINATE ON- ADA COMPLIANT 3/4- PLYWOOD ALUMINUM PULL PLASTIC LAMINATE ON 3/4' PLYWOOD TOE KICK P.T. WOOD BLOCKING • AS REQUIRED UNDER CABINET 1'-2' EE SHEET IA201 TASK LIGHTING FOR WALL TYPES ,2- MILLWORK SECTION— \IA5O�4 scALE: - 1' = 1'-0"_ - (_,o MILLWORK -SECTION I usoa s i o 5/8" GYPSUM BOARD SOFFIT ON 3 5/8' METAL STUDS 0 16' O.C. PLASTIC LAMINATE ON 3/4" MARINE GRADE PLYWOOD (TYP.) ;KEIT GROMMET )IA., TM1B SATIN NLESS STEEL PLASTIC LAMINATE ON 3/4" PLYWOOD "9 MILLWORK SECTION. IA504 I SCALE: 1" = 1'-0" C4 N PLASTIC LAMINATE ON 3/4" PLYWOOD EXPOS SURFACES PLASTIC LAMINATE ON WHITE MELAMINE Checked By ADJUSTABLE SHELVES - PLASTIC LAMINATE ON 3/4' PLYWOOD COUNTERTOP CABINET DOOR WOOD BLOCKING ! REQUIRED ADA COMPLIANT ALUMINUM PULL UNDER CABINET T. WOOD TASK LIGHTING SHEET IA201 WALL TYPES STAINLESS SINK SEE PLUMBING DWGS PLASTIC LAMINATE ON 3/4" MARINE GRADE PLYWOOD (TYP.) ;KEIT GROMMET )IA., TM1B SATIN NLESS STEEL PLASTIC LAMINATE ON 3/4" PLYWOOD "9 MILLWORK SECTION. IA504 I SCALE: 1" = 1'-0" C4 N PLASTIC LAMINATE ON 3/4" PLYWOOD EXPOS SURFACES PLASTIC LAMINATE ON Drawn By Checked By 3/4' PLYWOOD - MJA COUNTERTOP 2'-1' # T. WOOD - BLOCKING . AS REQUIRED I 1 •_3• PLASTIC LAMINATE ON 'CO 3/4' PLYWOOD ON ALL 1-4 EE SHEET IA201 EXPOSED SURFACES FOR WALL TYPES I AND RETURNS -31 I -------- I ACCESS PANEL N N (BEYOND) CASSETTE CUBBIE (TYP.) PLASTIC LAMINATE ON 3/4' PLYWOOD TOE KICK MILLWORK SECTION 1'-2'IA504 I SCALE: 1' = 1'-0' _ P.T. WOOD BLOCKING _ AS REQUIRED P.T. WOOD BLOCKING AS REQUIRED WHITE MELAMINE ADJUSTABLE SHELVES EE SHEET IA201 PLASTIC LAMINATE ON — — FOR WALL TYPES 3/4' PLYWOOD N CABINET DOOR ADA COMPLIANT ALUMINUM PULL _ P.T. WOOD BLOCKING • AS REQUIRED UNDER CABINET 1'-2' TASK LIGHTING ">> MILLWORK SECTION r14� MILLWORK SECTION IA504 J SCALL' 1' _ 1'—Os Project NEMOURS CHILDREN'S PRIMARY CARE URGENTCARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771( Scope Drawings: I These drawings indicate the general scope of the project in terms of architectural 'design concept, the dimensions of the building, the major architectural elements and the type, of structural, mechanical and electrical systems. f The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described,. the trade contractors shall furnish :all items required for the proper execution and completion of the work. Issue Date Drawn By Checked By 3/30/18 RJ MJA Certlfled By: oOpQ�O.O.DOp� OFF �o J. ° GS ° 754i2 3.30.18 0 ° •eee•Oe QLD ll°ao Qp0 , Project Number. 17376 FLOORS Drawn By Checked By WALLS MFG: SF4 SERIES: PLASTIC LAMINATES BIO—BASED TILE SW6801 EGGSHELL CERAMIC TILE PL1 MFG: WILSONART MFG: BBT1 SERIES: AMRSTRONG MIGRATIONS CT2 MFG: SERIES: CROSSVILLE RETRO ACTIVE COLOR: STYLE: FUSION MAPLE 7909-50 COLOR: T3510 NATURAL BEIGE LUXURY VINYL TILE COLOR: A215PO EMPRESS WHITE LOCATION: CABINETS SIZE: 12" X 12" MFG: LVTI STYLE. SIZE: 6" X 12" NOTE: 2MM EDGEBAND TO MATCH FUSION MAPLE LOCATION: GENERAL SHERWIN WILLIAMS PROVIDE: 2"X12" BULLNOSE AT TOP PT6 COLOR: JUNE DAY MFG: BBT2 SERIES: AMRSTRONG MIGRATIONS GROUT. GROUT SIZE: LATICRETE 23 ANTIQUE WHITE " 1/16 MAX. " pl2 MFG: COLOR: WILSONART DESERT ZEPHYR FINISH: EGGSHELL LOCATION: TOILET ROOMS TO 54 AFF ACCENT -MFG: LVT2 STYLE COLOR. T3527 GREEN GRASS COLOR: TP041 NOUVEAU MAPLE LIGHT NATURAL STYLE. 4841-60 SIZE: 12" X 12" WALL PROTECTION SIZE 4" X 36" LOCATION: COUNTERTOPS LOCATION: ACCENT WP MFG: PAINT NOTE: 3MM EDGEBAND TO MATCH DESERT ZEPHYR WHITE SAND MFG: SHERWIN WILLIAMS CERAMIC TILE FINISH: SHEET FLOORING PTt COLOR: FUTON WINDOW TREATMENT MFG: SF1 SERIES: JOHNSONITE OPTIMA OPT -3242862 p MFG: NUMBER: FINISH: SW7101 EGGSHELL MFG: MECHOSHADE COLOR: RAW IVORY LATICRETE #24 NATURAL GREY SEALED LOCATION: GENERALWT1 STYLE: THERMOVEIL BASKETWEAVE SIZE: 6'6" WIDE ROLL GOODS LOCATION: MFG: SHERWIN WILLIAMS COLOR: SILVER BIRCH LOCATION: GENERAL PT2 COLOR: DHURRIE BEIGE OPENESS: 3% 59584 SPECTRUM NUMBER: SW7524 MFG: SF2 SERIES: JOHNSONITE OPTIMA OPT — 3242861 FINISH: SEMI—GLOSS CEILINGS INSTALLATION: LOCATION: H.M. DOORS & FRAMES LOCATION: COLOR: SIZE: CLOVER LEAF 6'6" WIDE ROLL GOODS MFG: SHERWIN WILLIAMS ACOUSTICAL CEILING PANEL LOCATION: ACCENT PT3 COLOR: DANCING GREEN ACP1 MFG: '-ARMSTRONG 31 ZEPHYR MFG: JOHNSONITE OPTIMA STYLE: NUMBER: SW6716 SERIES: STYLE: FINE FISSURED #1728 SF3 SERIES: OPT — 3242849 FINISH: EGGSHELL SIZE: 2' X 2' COLOR: BLUE SATIN LOCATION: ACCENT EDGE: REGULAR SIZE: 6'6" WIDE ROLL GOODS STRAIGHT -MFG: SHERWIN WILLIAMS GRID: 15/15" LOCATION: ACCENT /D _TN - COLOR REGALE BLUE NOTE: SEE SHEET IA203 GENERAL FINISH NOTES: XXX INDICATES FLOOR FINISH 00 IN ICATERM NEL TES WALL FINISH TO TO BE DETERMINED XX INDICATES BASE FINISH TO XXX INDICATES; MISCELLANEOUS BE DETERMINED FINISH TO -BE DETERMINED A. PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING INSTALLATION JOINT AND SEAM LAY—OUTS. B. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. C. - PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER CABINETS) TO MATCH ADJACENT SURFACE. , D. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHITECT/DESIGNER. SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW. E. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND UNIFORM TRANSITION. F. _ ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. G. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. H. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED ,WITH TWO (2) COATS OF ZERO VOC LATEX SEMI—GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH WALL L ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED PER FBC SIXTH EDITION (2017) TABLE 803.11 & 803.1.1. SPRINKLERED: CORRIDORS & EXIT ENCLOSURES= CLASS C. EXIT PASSAGEWAYS, EXIT STAIRS= CLASS B, ROOMS AND ENCLOSED SPACES= CLASS C. J. ELECTRICAL DEVICES & COVERS COLOR TO MATCH EXISTING. K. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2)'. COATS OF QUALITY GRADE PAINT, INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST. L INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE A.10.2.2 2015 EDITION, & 6TH EDITION FLORIDA FIRE PREVENTION CODE: BUSINESS: EXITS= A OR B. EXIT ACCESS CORRIDORS= A OR B, OTHER SPACES A, B OR C. M. ALL NEW WOOD DOORS TO HAVE ONE (1) COAT OF STAIN TO MATCH EXISTING, ONE COAT (1) OF SEALER. N. EXISTING BLINDS TO REMAIN & THOROUGHLY CLEAN, WHERE DAMAGED G.C. TO REPLACE TO MATCH EXISTING. 4 0. WHERE APPLICABLE, BULKHEADS TO BE PAINTED SAME COLOR AS WALL P. ALL PARTITIONS TO BE FINISHED TO A LEVEL 4 FINISH PER ASTM C 840. Q. DO NOT PAINT OVER ANY CODE REQUIRED LABELS, SUCH AS UNDERWRITER'S LABORATORIES AND FACTORY MUTUAL OR ANY EQUIPMENT ID,PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES. R. GC TO HAVE MOISTURE TESTING DONE BEFORE INSTALLING CARPET ON NEW LIGHTWEIGHT CONCRETE ELEVATED SLABS ONLY. NEMOURS FINISH NOTES: 1. ALL WORK TO COMPLY WITH APPLICABLE CODES. ` THE CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, STATUTES, AND ORDINANCES. 2. ALL WORK SHALL BE PERFORMAED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE WITH THE BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 3. CONTRACTOR AND SUB—CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY THE INTERIOR DESIGNER OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS PRIOR TO THE PROCEEDING WITH THE WORK. - 4. ALL MATERIAL TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RAND EQUIPMENTS TO BER STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTRUCTIONS. 5. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE -THE TERMS "EQU, L TO'- OR "APPROVED EQUAL" ARE USED, INTERIOR DESIGNER TO DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 6. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN OVER SMALLER SCALE DRAWIN=, 7. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET CLERIFICATION AND DIRECTION FROM INTERIOR DESIGNER PRIOR TO PROCEEDING WITH THE WORK. 8. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLOR AS THE CEILING UNLESS NOTED OTHEWISE. 9. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION OF SPECIFIED FINISHES. = 10. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION SPECIFIED. T 11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL SUPPORTED ELEMENTS INCLUDING WOOD MOULDINGS, MILLWORK, EQUIPMENT, FIXTURES AND FURNITURE. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIATE SUBCONTRACTORS. 12. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS OVER PROPERLY PREPARED SURFACES. WALLS TO BE STRAIGHT AND SMOOTH. PROVIDE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO COMPLETELY COVER WITH NO STREAKING OR BLEEDING OF UNDERCOATS. ALL PAINTS, ADHESIVES, PRIMERS, AND SEALERS TO ; HAVE LOW OR NO VOCS. 13. MILLWORK TO CONFORM WITH THE SPECIFIED GRADE(S) OF AWI STANDARDS FOR MILLWORK. DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MILLWORK ENGINEERING. 14. PROVIDE ALL NECESSARY CUT—OUTS FOR THE INSTALLATION OF ELECTRICAL AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. AREA OF WORK ri'\� INTERIOR FINISH PLAN 0 SCALE: 1/4"=1'-0" 8 G �v PLAN NORTH Project IdEM0U6tS CHILDREN'S PRIMARY CARE URGEN7 CARE EXPANSION i 1145 RINEHART ROAD. SANFORD, FL 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. - On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title- IN4ERIOR FINISH PIAN, SCHEDULE & N04ES Revisions: Issue Date Drawn By Checked By 3/30118 MFG: SF4 SERIES: JOHNSONITE OPTIMA OPT — 3242256 NUMBER: FINISH: SW6801 EGGSHELL COLOR: VIOLET HILL . LOCATION: ACCENT SIZE: LOCATION: 6'6" WIDE ROLL GOODS ACCENT MFG: SHERWIN WILLIAMS PTS COLOR:- KISMIT LUXURY VINYL TILE NUMBER: SW6830 FINISH: EGGSHELL MFG: LVTI STYLE. ARMSTRONG NATURAL CREATIONS LOCATION: ACCENT COLOR: TP037 ROAN—OAK COCOA MFG: SHERWIN WILLIAMS SERIES: ARBOR ART PT6 COLOR: JUNE DAY SIZE: 4" X 36" NUMBER: SW6682 LOCATION: GENERAL FLOORING FINISH: EGGSHELL LOCATION: ACCENT -MFG: LVT2 STYLE ARMSTRONG NATURAL CREATIONS COLOR: TP041 NOUVEAU MAPLE LIGHT NATURAL SERIES: ARBOR ART WALL PROTECTION SIZE 4" X 36" LOCATION: RANDOM ACCENT STRIPS (5%) WP MFG: INPRO COLOR:#0103 WHITE SAND CORNER GUARDS 48"AFF CERAMIC TILE FINISH: SUEDE MFG: CT1 SERIES: CROSSVILLE CROSS COLORS LOCATION: OUTSIDE CORNERS COLOR: B110 ANTICO TAUPE UP p MFG: INPRO SIZE 12"X12" (PROVIDE 2"X12" COVE BASE) COLOR: WHITE SAND 0103 GROUT. LATICRETE #24 NATURAL GREY SEALED THICKNESS: SEAL GROUT SIZE: 1/16" HEIGHT. .040 8" LOCATION: TOILET ROOMS LOCATION: WAITING ROOM CARPET TILE CPT1 MFG: SHAW PATTERN: 59584 SPECTRUM COLOR: INFINITE COLOR NUMBER: 83515 SIZE: 24"X24" TILE INSTALLATION: MONOLITHIC LOCATION: OFFICES JOE RUBBER BASE MFG: JOHNSONITE R61 COLOR: 31 ZEPHYR STYLE: COVE HEIGHT: 4' LOCATION: RESILIENT MFG: JOHNSONITE COLOR: 63 BURNT UMBER STYLE: STRAIGHT HEIGHT: 4' LOCATION: CARPET GENERAL FINISH NOTES: XXX INDICATES FLOOR FINISH 00 IN ICATERM NEL TES WALL FINISH TO TO BE DETERMINED XX INDICATES BASE FINISH TO XXX INDICATES; MISCELLANEOUS BE DETERMINED FINISH TO -BE DETERMINED A. PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING INSTALLATION JOINT AND SEAM LAY—OUTS. B. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. C. - PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER CABINETS) TO MATCH ADJACENT SURFACE. , D. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHITECT/DESIGNER. SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW. E. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND UNIFORM TRANSITION. F. _ ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. G. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. H. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED ,WITH TWO (2) COATS OF ZERO VOC LATEX SEMI—GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH WALL L ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED PER FBC SIXTH EDITION (2017) TABLE 803.11 & 803.1.1. SPRINKLERED: CORRIDORS & EXIT ENCLOSURES= CLASS C. EXIT PASSAGEWAYS, EXIT STAIRS= CLASS B, ROOMS AND ENCLOSED SPACES= CLASS C. J. ELECTRICAL DEVICES & COVERS COLOR TO MATCH EXISTING. K. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2)'. COATS OF QUALITY GRADE PAINT, INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST. L INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE A.10.2.2 2015 EDITION, & 6TH EDITION FLORIDA FIRE PREVENTION CODE: BUSINESS: EXITS= A OR B. EXIT ACCESS CORRIDORS= A OR B, OTHER SPACES A, B OR C. M. ALL NEW WOOD DOORS TO HAVE ONE (1) COAT OF STAIN TO MATCH EXISTING, ONE COAT (1) OF SEALER. N. EXISTING BLINDS TO REMAIN & THOROUGHLY CLEAN, WHERE DAMAGED G.C. TO REPLACE TO MATCH EXISTING. 4 0. WHERE APPLICABLE, BULKHEADS TO BE PAINTED SAME COLOR AS WALL P. ALL PARTITIONS TO BE FINISHED TO A LEVEL 4 FINISH PER ASTM C 840. Q. DO NOT PAINT OVER ANY CODE REQUIRED LABELS, SUCH AS UNDERWRITER'S LABORATORIES AND FACTORY MUTUAL OR ANY EQUIPMENT ID,PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES. R. GC TO HAVE MOISTURE TESTING DONE BEFORE INSTALLING CARPET ON NEW LIGHTWEIGHT CONCRETE ELEVATED SLABS ONLY. NEMOURS FINISH NOTES: 1. ALL WORK TO COMPLY WITH APPLICABLE CODES. ` THE CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, STATUTES, AND ORDINANCES. 2. ALL WORK SHALL BE PERFORMAED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE WITH THE BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 3. CONTRACTOR AND SUB—CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY THE INTERIOR DESIGNER OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS PRIOR TO THE PROCEEDING WITH THE WORK. - 4. ALL MATERIAL TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RAND EQUIPMENTS TO BER STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTRUCTIONS. 5. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE -THE TERMS "EQU, L TO'- OR "APPROVED EQUAL" ARE USED, INTERIOR DESIGNER TO DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 6. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN OVER SMALLER SCALE DRAWIN=, 7. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET CLERIFICATION AND DIRECTION FROM INTERIOR DESIGNER PRIOR TO PROCEEDING WITH THE WORK. 8. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLOR AS THE CEILING UNLESS NOTED OTHEWISE. 9. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION OF SPECIFIED FINISHES. = 10. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION SPECIFIED. T 11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL SUPPORTED ELEMENTS INCLUDING WOOD MOULDINGS, MILLWORK, EQUIPMENT, FIXTURES AND FURNITURE. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIATE SUBCONTRACTORS. 12. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS OVER PROPERLY PREPARED SURFACES. WALLS TO BE STRAIGHT AND SMOOTH. PROVIDE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO COMPLETELY COVER WITH NO STREAKING OR BLEEDING OF UNDERCOATS. ALL PAINTS, ADHESIVES, PRIMERS, AND SEALERS TO ; HAVE LOW OR NO VOCS. 13. MILLWORK TO CONFORM WITH THE SPECIFIED GRADE(S) OF AWI STANDARDS FOR MILLWORK. DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MILLWORK ENGINEERING. 14. PROVIDE ALL NECESSARY CUT—OUTS FOR THE INSTALLATION OF ELECTRICAL AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. AREA OF WORK ri'\� INTERIOR FINISH PLAN 0 SCALE: 1/4"=1'-0" 8 G �v PLAN NORTH Project IdEM0U6tS CHILDREN'S PRIMARY CARE URGEN7 CARE EXPANSION i 1145 RINEHART ROAD. SANFORD, FL 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. - On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title- IN4ERIOR FINISH PIAN, SCHEDULE & N04ES Revisions: Issue Date Drawn By Checked By 3/30118 RJ ` NJA Certifled By: 0�� 0o Je e 016 ° o °e '4 a 3.30.18 .�QLSD G°Q �op0� OO' � Drawing Number. IA801 Project Number. 17376 ftolect NEMOURS CHILDREN'S PRIMARY CARE URGENTCARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771. Scope Drawkw These drawings indicate the general scope of the project in terms of architectural design - concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perromance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade _ contractors shall furnish all items required for the proper execution and completion of the work. [owe Date Drawn By Checked By 3/80/18 - RJ UJA CartMed By: ppp000000 0� U. (OFF 0 0. L O ° �• 1`� ° 5472 0� 3.30.18 QLD Q QQpO �o� p 2DOVIPH 601iZ 65KVA 275 PEAK MOIVENIARYAMPS 5% REQULKnON AT FULL LOAD M X-RAY aR CUIT BREAKER MAIN PANEL 0R Ell STX4--MRMA1 NMURSPfflKWCW Al TO GEN DIS=CEf �e FT 1>501>751>1001>1501WO - DATE tMX15FT 310410 3W SW s500I swc POWER & NLRJTRAL 'A"Sue mcm 1 1 mcm Mr M 14 EARTH GROUND 2 swc J. ProJect NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope DrawkVa: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfornance and I completion of the requirements of the contract. .On the basis of the general 'scope indicated or described, the trade contractors shall furnish all items - required for the proper execution and completion of the work. Draft Tft RADIOGRAPHY REFERENCE DRAWING Maus Date DRAWNG: 8D IM10 SCALE I~ NMURSPfflKWCW TE 1113-118- E-2 14BRINEMURD . E*'uw,`,R,,st NFM,R3WI - DATE BY.' T VW rANDeZtSM WFORD,FO2771 - k J. ProJect NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope DrawkVa: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfornance and I completion of the requirements of the contract. .On the basis of the general 'scope indicated or described, the trade contractors shall furnish all items - required for the proper execution and completion of the work. Draft Tft RADIOGRAPHY REFERENCE DRAWING Maus Date N Checked By 3/30/18 ismo 114--l' NEROURS MWE CARE flORNEMURD - DATE WFORD,FO2771 Wng J.ANDERSON E —3 J. ProJect NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope DrawkVa: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfornance and I completion of the requirements of the contract. .On the basis of the general 'scope indicated or described, the trade contractors shall furnish all items - required for the proper execution and completion of the work. Draft Tft RADIOGRAPHY REFERENCE DRAWING Maus Date Drawn By Checked By 3/30/18 RJ UJA CWNW By: oOp�00.D.Qpo�o 0. .0 MARCH) 5472 . 3.30.18 o % *0o frq `N E O N T A� H NI E R Diagram GOITRE Discussion In general, calculated shielding is often overestimated due to assumptions on workload, use factors and occupancy factors I have attempted to provide more realistic factors based on information from the facility and modified occupancy estimates. The workload is set high enough to allow for an minor increases without requiring further shielding.- No additional shielding is usually required for the ceiling or the floor. If the outside walls are constructed of of at least three inches of concrete blocl�,.no additional shielding is usually recommended. All lead sheeting should extend to a height of at least 7 feet above floor level. Nail heads do not need to he overlapped. Overlying drywall seam s should be offset and great care should be exercised in taping and plastering the seams. No gaps in drywall are acceptable.. This shielding is designed for use as as a diagnostic unit Operating below 150 kVp (ke'v) It does not require the shielding design be pre -approved by the Florida Department of Health. Physicist has no knowledge of local building requirements_ Any questions concerning this report may be directed to John Barton, M.E., DABR, .12842 Oxon Rd, Herndon, VA 20171, telephone (407).18 3149. Barton, M.E., DABR rids License TRP -014r- References (t } National Council; on Radiation Protection and Measurements (NCRP) Report 145, Radiation Protection in Dentistry, 2004' (2) National Council on Radiation Protection and Measurements (NCRP) Report 147, Structural Shielding Design for Medical X -Ray Imaging Facilities, 2005 (3) Florida Administrative Code 64E-5, (Radiation Protection, Regulations)s -E X A- M W A 10 R R' E K A project NEMOURS CHILDREN'S PRIMARY CARE URGENTCARE .EXPANSION 1145 RINEHART ROAD SANFORD, FC 32771... Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of, the work. Issue Date Drawn By Checked By 3/30/18 RJ WA Cwtifled By: �p0og000 J. • .o �• 1`�° °o AR0015472 o.�Q. 3.30.18 C� o e O o�� QC�D !Q OQpO 0 project Nuff&r 17376 Owner: Nemours I I Q REMOVE AND DISPOSE OF EXISTING EXHAUST FAN AND ASSOCIATED DUCTWORK TO POINT INDICATED. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING FAN AND DUCT. Q REMOVE AND DISPOSE OF EXISTING EXHAUST DUCT BEYOND POINT INDICATED. CAP AND SEAL. AIR TIGHT, RESULTING END OF DUCT. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DUCT. INN NO MECHANICAL. � QREMOVE AND DISPOSE OF EXISTING SUPPLY DIFFUSER. EXISTING ASSOCIATED FLEX DUCT TO REMAIN AND BE REWORKED/ ■ I 1 1 % I \� I WORK IN THIS AREA REUSED AS INDICATED ON NEW MECHANICAL FLOOR PLAN, SHEET M200. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DIFFUSER AND DUCT. EXISTING SUPPLY DIFFUSER AND ASSOCIATED FLEX DUCT. PATCH AND SEAL RESULTING HOLE IN , F--+-- I I 1 I Q4 REMOVE AND DISPOSE OF \ I 3 EXISTING SUPPLY BRANCH DUCT. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DIFFUSER AND DUCT. REMOVE AND DISPOSE OF EXISTING RETURN GRILLE EXISTING ASSOCIATED RETURN DUCT TO REMAIN AND BE REWORKED/ Q Nit REUSED AS INDICATED ON NEW MECHANICAL FLOOR PLAN, SHEET M200. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING GRILLE AND DUCT. �� �\ \\ ■ Q REMOVE AND DISPOSE OF EXISTING RETURN GRILLE AND ASSOCIATED DUCT UP TO POINT INDICATED. PATCH AND SEAL CTARCHITECTURE �7 _ u RESULTING OPEN END IN REMAINING DUCT. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING GRILLE AND DUCT \\ •� I ; 1 135 W. Central Blvd. Suite 340 Orlando, Florida 32801 v ,�.� `\\\ TEL 407.363.6136 ---------------- ,�'-TI ; _ -- -- __—_ OCopyri¢d 2018 �O 11 / ;'�- a � I ;�/ I . �♦; � r------ Project: NEMOURS . \ �, ' I '/\,; I CHILDREN S --------- ;,------------- �, .y PRIMARY CARE 1; URGENT CARE 1III r, I _ EXPANSION I I 1 111 I1 1 'I' ■ F, 1145 RINEHART ROAD I i x 3 I LJ ' '�_ �' I - L_ �y ; I � SANFORD, FL ' 32771 -------------I-------------� Scope Drawings: These drawings indicate the ■ i i j �� ,� '�"I'x31, — , general scope of the project in terms of architectural design f the _ concept, the dimensions o I I I I � \ J� I _� . I ■ elemebuildinnts themajor the type architectural elements ' I `�--}---- -- structural, mechanical and F`\ /7—==EE===3----- L— L— 1 11 I — I I L —F— I 1 electrical systems. 1 xQ I 11 1 1------------------ -- _LJ _ _ The drawings do not necessarily indicate or describe all work required for full perfoance and ------------------1 m_—J 1 1 L --� '------------------------- i i completion of the requirements of --------- 1 1 1 irG' 1 1 the contract. j A \1 1 1 y I 1 , I/ -�- I 1 On the basis of the general scope ____ indicated or described, the trade �i ♦ I 1--------------------- ---- r contractors shall furnish all items �� i i- — ---- I(- it required for the proper execution 1 1I I r------------------------ and completion of the work. ------------- 1 I ■ F /� 1 1 ; -- --- -- 1 /; ■ i i �_ I �� / Drawing Title: I XQ i � �---y F,,-, MECHANICAL 1 � 1 �\ I ■ __________ ___________ 1 DEMOLITION I I ♦ PLAN CONTRACTOR TO VERIFY EXISTING CONDITIONS 1 I I \ r, 1 1 1 x/ I — r — ' ■ I I I I L/�.y\y I — — — — I — — —J AND DISPOSE OF 11 CONTRACTOR TO REMOVE A Revisions: ■ F— �I i i — — — — _ — — — — / O MATERIALS MADE OBSOLETE BY THIS WORK. F---Nib r �� 5 i — UNLESS NOTED OTHERWISE, ALL EXISTING --------- — -- ----- 1\®I i �`\ I I EQUIPMENT, DUCTWORK, GRILLES AND ■-------- -- —------- 1 I 1 � , L_+ \y DIFFUSERS ARE TO REMAIN. \I I \ 4 I _1J--J---- too i 1----------- -------'.. l� \ ------J r -==1 ---i fi---TT--- i ; r o NO MECHANICAL Certifi d gy 1 a\---- L WORK IN THIS AREA ���ttt�f I I(jlly�/ ' \X i---' 7------------------� �(b '� , e � Cis � �z ✓© Q.�:}' Eric '�i�Ei�rr 0M\\ E FL Reg i# 76956 Drawing Number: ri-N�IVIECHANICAL D PLAN LE: . Y100 G SO1/4'-1'-0' 8 EIERMANN ENGINEERING, �NC. M100 CONSULTM ENG�NEffs 1015 Webster' Avenue OrlandRonda 32W4 R32W4 Project Number: (407) 296-86®1 E-MAL- E�AOLCOM © 1,t 2016 Bff& NN EN13INEU1NQ Na17376 R_OWA EB #0009900 Ea JOB # 2016-05 Issue Date Drawn By Checked By 3/30/18 -ERE ERE - W. NX, \' NO MECHANICAL WORK IN THIS AREA MECHANICAL PARTIAL FLOOR PLAN Q EXISTING RTU AND ASSOCIATED DUCTWORK SERVING EXISTING AREA TO REMAIN, UNCHANGED. FIELD VERIFY EXACT SIZE AND LOCATION. ' Q EXISTING RTU. BALANCE TO 1750 CFM SUPPLY AND 210 CFM OUTSIDE AIR. FIELD VERIFY EXACT SIZE AND LOCATION. IQ EXISTING SUPPLY/RETURN/EXHAUST DUCT TO REMAIN. FIELD VERIFY EXACT SIZE AND LOCATION. Q NEW SUPPLY DIFFUSER. TYPE AND COLOR TO MATCH THAT OF SUPPLY DIFFUSERS USED IN EXISTING SPACE. REUSE AND REWORK EXISTING FLEX DUCT (PROVIDE NEW AS NECESSARY) TO ACCOMMODATE DIFFUSER LOCATION. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DUCT. BALANCE TO AIR VOLUME INDICATED. Q5 EXISTING FLEX DUCT. FIELD VERIFY EXACT SIZE AND LOCATION. IF ACTUAL DUCT SIZE IS SMALLER THAN WHAT IS LISTED, REPLACE WITH SIZE INDICATED. IF DUCT EQUAL TO, OR GREATER THAN, SIZE INDICATED, DUCT TO REMAIN. Q PATCH AND SEAL, AIR TIGHT, RESULTING HOLE IN BRANCH DUCT FROM REMOVAL OF EXISTING FLEXIBLE DUCTWORK. FIELD VERIFY EXACT SIZE AND LOCATION OF DUCTWORK AND ASSOCIATED HOLE Q CAP AND SEAL, AIR TIGHT, REMAINING END OF RETURN AIR DUCT RESULTING FROM THE REMOVAL OF EXISTING DUCT BEYOND THIS PONT. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DUCT. i Q NEW FILTERED RETURN GRILLE. TYPE AND COLOR TO MATCH THAT OF RETURN GRILLES USED IN EXISTING SPACE REUSE AND REWORK EXISTING RETURN DUCT_�PROVIDE NEW AS NECESSARY TO ACCOMMODATE GRILLE LOCATION. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DUCT. BALANCE TO AAIIRR VOLUME INDICATED. PROVIDE WITH 1 FILTER, SIZED PER GRILLE. I Q NEW FILTERED RETURN GRILLE. TYPE AND COLOR TO MATCH THAT OF RETURN GRILLES USED IN EXISTING SPACE PROVIDE NEW RETURN DUCT AS INDICATED TO ACCOMMODATE GRILLE LOCATION. BALANCE TO AIR VOLUME INDICATED. PROVIDE WITH 1" FILTER, SIZED PER GRILLE. ' ®CONNECT NEW RETURN AIR DUCT TO EXISTING RETURN BRANCH DUCT AS INDICATED. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DUCT. Q CAP AND SEAL, AIR TIGHT, REMAINING END OF EXHAUST AIR DUCT RESULTING FROM THE REMOVAL OF EXISTING DUCT BEYOND THIS PONT. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DUCT. ®CONNECT NEW EXHAUST AIR DUCT TO EXISTING EXHAUST DUCT AS INDICATED. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DUCT. ®EXISTING EXHAUST RISER UP TO EXISTING OUTLET ON ROOF TO REMAIN. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING RISER. ®RELOCATE EXISTING PROGRAMMABLE THERMOSTAT TO LOCATION INDICATED. VERIFY PROPER OPERATION OF EXISTING THERMOSTAT AND REPLACE IF FOUND INOPERABLE FIELD VERIFY EXACT LOCATION OF EXISTING THERMOSTAT. ®NEW CONDENSING UNIT ON NEW ALUMINUM EQUIPMENT STAND ON ROOF. FIELD ROUTE REFRIGERANT LINE SET DOWN THROUGH NEW ROOF JACK AND TO HIGH WALL INDOOR UNIT IN X—RAY ROOM. FIELD COORDINATE EXACT LOCATION OF CONDENSING UNIT, STAND AND ROOF JACK WITH STRUCTURE ®NEW HIGH WALL DUCTLESS INDOOR AIR HANDLING UNIT. FIELD ROUTE PUMPED CONDENSATE DRAIN LINE UP THROUGH NEW ROOF JACK, ALONG ROOF I AND DISCHARGE TO GUTTER SYSTEM IN MANNER SIMILAR TO EXISTING ROOFTOP AIR CONDITIONING UNITS. i, i i !I CONTRACTOR TO VERIFY EXISTING CONDITIONS CONTRACTOR TO REMOVE AND DISPOSE OF MATERIALS MADE OBSOLETE BY THIS WORK. UNLESS NOTED OTHERWISE, ALL EXISTING EQUIPMENT, DUCTWORK, GRILLES AND DIFFUSERS ARE TO REMAIN. Owner: Nemours Aon NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RMEHART ROAD SANFORD, FL 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: MECHANICAL PARTIAL FLOOR PLAN Issue Date Drawn By Checked By 3/30/18 ERE ERE ,plCb 7f d/py: � `ERM,q J • Cp % (jS Eric R. Eiermann, PE FL Reg 176956 Project Number. 17376 ROUND BRANCH DUCT \,,,, MAIN DUCT _ TRANSITION TO SIZE HVAC GENERAL NOTES: EQUAL O DEPTHAND VOLUME DAMPER ALL CONTRACTORS SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS OF THE PROJECT PRIOR TO COMMENCING WORK ON THEIR BIDS. SPIN -IN BELLMOUTH BOOT TAP FITTING OR 1. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE PROVIDED TO CONVEY THE - EFER TO PLANS MIN 1 STR1/2'AP WIDE MINIMUM LENGTH OF 5', INTENT OF THE DESIGN. CONTRACTOR IS REQUIRED TO FIELD VERIFY FANG - FOR BRANCH DUCT SPIN -IN FITTING STEEL STRAP MAXIMUM LENGTH OF 25'. W/AIR SCOOP AND HANGER (TYP.) THE EXISTING CONDITIONS AND SHALL CONSULT WITH THE SIZES PROVIDE ROUND RIGID ARCHITECT/ENGINEER OR HIS REPRESENTATIVE CONCERNING FIELD VOLUME DAMPER CONDITIONS THAT PRECLUDE THE CONSTRUCTION OF THESE PLANS. FLOW REQUIRE IN DUCT N MODIFICATIONS DUE TO FIELD CONDITIONS SHALL BE MADE ONLY REQUIRED IN HORIZONTAL AFTER THE ARCHITECT/ENGINEER OR HIS REPRESENTATIVE HAS GIVEN FLOW RUN -OUTS. INSULATE WITH HIS APPROVAL � 1-1/Y MANVILLE MICROLITE. 2. ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017) .ROUND BRANCH VOLUME DAMPER 3. ALL NEW RECTANGULAR SUPPLY, RETURN AND RELIEF AIR DUCTWORK SHALL DUCT RECTANGULAR BE FOIL FACED ANTI -MICROBIAL FIBERGLASS DUCTBOARD. ALL DUCTWORK FABRICATION, BRANCH DUCT INSULATION INSTALLATION, AND SUPPORTS SHALL CONFORM TO SMACNA STANDARDS. ALL DUCTWORK SHALL BE 1' PRESSURE CLASS UNLESS NOTED OTHERWISE VOLUME DAMPER CEILING DUCTWORK SHALL BE INSTALLED AIR TIGHT AND NOISELESS. ALL VOLUME DAMPER DUCT SUPPORTS SHALL BE SO CONSTRUCTED TO TRANSMIT NO RECTANGULAR _ _ OF THE TRAP FOR CLEANOUT. MECHANICALLY INSULATE CONDENSATE DRAIN NO SCALE PIPE WITH 1/2" FOAM RUBBER. 11. DISPOSE OF NEW AIR CONDITIONING SYSTEMS CONDENSATE AS INDICATED. * SEAL MANUFACTURER SPECIFICATIONS FOR FIELD ROUTE DRAIN LINES IN A MANNER AS REQUIRED BY LOCAL CODE CRIPPLE PRODUCT RANGE AND FIXING SIZE REQUIREMENTS AND IN A MANNER MEETING THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 12. ALL HVAC SYSTEMS SHALL BE BALANCED TO THE AIR QUANTITIES SHOWN AGAINST THE ACTUAL STATIC PRESSURE REQUIREMENTS OF THE INSTALLED SYSTEMS. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR OUTLET AND INLET. A CERTIFIED TEST AND BALANCE REPORT IS REQUIRED FOR REVIEW BY THE OWNERS REPRESENTATIVE 13. INSTALLATION OF HVAC EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATION AND CLEARANCE REQUIREMENTS. INSULATE REFRIGERANT SUCTION PIPING WITH 1/2" THICK FOAM RUBBER PIPE INSULATION. WEATHER COAT INSULATION INSTALLED OUTSIDE 14. REFRIGERANT LINES SHALL BE SEAMLESS COPPER TUBE, ASTM B 280 TYPE ACR, HARD DRAWN STRAIGHT LENGTHS AND SOFT ANNEALED COILS. TUBING SHALL BE FACTORY CLEANED, READY FOR INSTALLATION, AND SHALL HAVE TUBING ENDS CAPPED PRIOR TO SHIPPING TO PROTECT THE CLEANLINESS OF THE TUBING. FITTINGS SHALL BE WROUGHT COPPER ANSI B16.22, STREAMLINED PATTERN. BRAZING FILLER METAL SHALL BE AWS A5.8, CLASSIFICATION BAg-1 (SILVER). RUN SOFT COPPER PIPE UNDER GROUND THRU PVC CHASE 15. INSTALL REFRIGERANT PIPING IN ACCORDANCE WITH THE AIR CONDITIONING UNIT MANUFACTURER'S RECOMMENDED PRACTICE AND ASHRAE STANDARD 15 - `THE SAFETY CODE FOR MECHANICAL REFRIGERATION." PIPE SIZES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SIZING FOR THE SPECIFIC CONDITIONS. INSTALL PIPING AS SHORT AND DIRECT AS POSSIBLE USING AS MINIMUM NUMBER OF JOINTS, FOLLOW THE MANUFACTURER'S PROCEDURES FOR SYSTEM EVACUATION AND UNE CHARGING. NEW EXHAUST FAN SCHEDULE VIBRATIONS TO THE BUILDING STRUCTURE SIZES INDICATED ARE TO ROUND TAP AIR VOLUME EXT SP DRIVE ELECTRICAL DATA MOUNTING MANUF./MODEL RIGID DUCT T -BAR FRAME EFFICIENCY INSIDE CLEAR DIMENSIONS. DUCTWORK ROUTING SHOWN IS IN. WC 24 PEOPLE 1470 SQ FT WATTS VOLTS/PH/HZ 20&2 CFM 210 CFM AREAS SERVED BY EXISTING RTU EF -N1 TOILET 106A 50 0.25 DIRECT DIAGRAMMATIC. ROUTE DUCTWORK AT RIGHT ANGLE TO BUILDING 115/1/60 CEILING COOK/GC-128 1,2,3,4 NOTES: 1. BACK DRAFT DAMPER 2. INTEGRAL MOTOR OVERLOAD PROTECTION. 3. WALLS WITH SMOOTH TRANSITIONS. 4. PROVIDE WITH OCCUPANCY SENSOR WITH 20 MINUTE TURN-OFF DELAY. FLOW FLOW DIESER DETAIL 3b. ALL EXHAUST AIR AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL, FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS. NO SCALE 3c. ALL DUCTWORK JOINTS AND DUCT WRAP JOINTS SHALL BE SEALED USING FIBERGLASS *B* oC" MESH AND DUCT MASTIC. (DUCT TAPE NOT ALLOWED). 1. USE TYPE "A" CONNECTION 3. PROVIDE DAMPERS ON 5. FOR TYPE 'A" CONNECTION 3d. ALL FIBERGLASS DUCT SHALL BE MINIMUM 1-1/2" THICK WITH R=6.0 MINIMUM. ONLY FOR BRANCHES TO EXHAUST DUCTS. TO DIFFSUERS, THE ROUND FIBERGLASS DUCT MATERIALS AND INSTALLATION SHALL COMPLY WITH THE FLORIDA SINGLE DIFFUSERS, TERMINAL DUCT RUN -OUT SIZE SHALL ENERGY CODE REQUIREMENTS. BOXES OR GRILLES FROM THE 4. USE TEE SPLIT WHERE BRANCH BE THE SAME SIZE AS THE 4. FLEXIBLE DUCTWORK SHALL BE METAL HELIX WITH SMOOTH POLYMER UNER, MAIN. FLOW IS MORE THAN 20% OF NECK OF DIFFUSER, UNLESS MECHANICALLY LOCKED WITHOUT ADHESIVES. INSULATION SHALL BE FIBERGLASS 2. USE TYPE 'B" OR 'C' BRANCH MAIN. OTHERWISE INDICATED. (MINIMUM R=6.0) AND SHALL HAVE A FIRE RETARDANT REINFORCED ALUMINUM WHERE BRANCH FLOW IS 20% OUTER JACKET. ALL MATERIALS SHALL HAVE A DEVELOPED SMOKE RATING OF OR LESS OF MAIN. WOOD STRUCTURE LESS THAN 50 AND A FLAME SPREAD RATING OF LESS THAN 25. THE SYSTEM STEEL ST GLE SHALL MEET OR EXCEED U.L 181 FOR CLASS 1 AIR DUCT. ALL DUCT SYSTEMS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE APPLICABLE Q�/� BRANCH DUCT DETAILS s (2) 1/2 STEEL -�- STEEL STRUCTURE BOLTS NUTS AND S.M.A.C.N.A. DUCT CONSTRUCTION STANDARDS. NOT TO SCALE WASHERS. --- BEAM (LAMP CHANGES OF DIRECTION SHALL MAINTAIN A RADIUS OF ONE DUCT DIAMETER TO STRUCTURE (MINIMUM) ALONG THE CENTER UNE OF THE DUCT. ALL THREAD ALL THREAD 5. PROVIDE ALL ELECTRICAL WORK REQUIRED TO PLACE THE NEW HANGER ROD HANGER ROD MECHANICAL SYSTEM IN OPERATION. ALL WORK SHALL BE IN (3/8' MIN.) (3/8" MIN.) ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODE REQUIREMENTS. ELECTRICAL REQUIREMENTS INCLUDE MECHANICALLY DUCT RELATED CONTROL.WIRING. 6. PROVIDE TURNING VANES IN ALL CHANGES OF DIRECTION 77 DEGREES NUT (TYPICAL) AND LARGER. PROVIDE DUCT SPUTTERS IN ALL BRANCH DUCT .� CONNECTIONS. SIZE THROAT AREA OF THE SPUTTERS IN PROPORTION WOOD STRUCTURE -2 x 2 ANGLE TO THE DESIGN AIR FLOW RATES TO ACHIEVE EQUAL VELOCITY IN LOOP 2x2 STEEL ANGLE (GALV. STEEL) EACH LEG OF THE SPUTTER. BEAM, PURUN OR ROOF TRUSS " STEEL 2NUT �-- STEEL STRUCTURE 7. DO NOT ROUTE DUCTWORK THRU ELECTRICAL EQUIPMENT SPACES. BCQ�T5 D TYPICAL RECT DUCT SUPPORT WHERE DUCTS PASS OVER ELECTRICAL EQUIPMENT, PROVIDE A DRIP WASHERS. -.-- BEAM CLAMP NO SCALE PAN AND DRAIN UNE TO FLOOR OR GUIDE IN A CONSPICUOUS LOCATION. LOOPED END FIXING * TO STRUCTURE NOTE DIFFERENT CONNECTION STYLE FOR WOOD OR 8. AIR DISTRIBUTION TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. WOUND STEEL CORE ROPE ONLY ALL THREAD HANGER ROD ALL THREAD HANGER ROD STEEL STRUCTURE DEPENDING ON DUCT LOCATION. AIR INLETS AND OUTLETS: PROVIDE DIFFUSERS, GRILLES AND REGISTERS (3/8" MIN.) (3/8' MIN.) AS INDICATED SIZED TO PROVIDE NOISELESS OPERATION AND PAINTED WITH THE MANUFACTURER'S STANDARD ENAMEL PAINT. COLOR AS INDICATED OR AS SELECTED BY ARCHITECT. BORDERS, FLANGES AND GZIPPLE WITH LOCKING SCREW * ` HARDWARE SHALL BE PROVIDED TO SUIT THE TYPE OF CEILING FOR THE SPECIFIC INSTALLATION. PROVIDE FLANGED BORDERS FOR SURFACE WOUND STEEL CORE ROPE ONLY MOUNTING ON HARD CEILINGS SUCH AS PLASTER, DRYWALL AND THE LIKE 9. INSULATE OUTSIDE AIR DUCTWORK WITH MINIMUM Y THICK, 1.5 LB DENSITY, FIBERGLASS DUCT WRAP INSULATION HAVING AN INSTALLED "R' VALUE OF 6.0 AND PROVIDED WITH FACTORY LAMINATED, REINFORCED FOIL RAFT ROUND OR TYPICAL ROUND DUCT SUPPORT VAPOR RETARDER FACING. INSULATE BACKS OF ALL GRILLES AND OVAL DUCT REGISTERS. NO SCALE 10. CONDENSATE DRAIN LINES SHALL BE TYPE CPVC PIPING WITH SOLVENT WELD JOINTS. PROVIDE A CONDENSATE TRAP AT THE AIR HANDLING UNIT. THE �� ROPE ��� TRAP SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE CAPPED TEES ON THE ENTERING AND LEAVING SIDE OR OVAL DUCT SUPPORT OF THE TRAP FOR CLEANOUT. MECHANICALLY INSULATE CONDENSATE DRAIN NO SCALE PIPE WITH 1/2" FOAM RUBBER. 11. DISPOSE OF NEW AIR CONDITIONING SYSTEMS CONDENSATE AS INDICATED. * SEAL MANUFACTURER SPECIFICATIONS FOR FIELD ROUTE DRAIN LINES IN A MANNER AS REQUIRED BY LOCAL CODE CRIPPLE PRODUCT RANGE AND FIXING SIZE REQUIREMENTS AND IN A MANNER MEETING THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 12. ALL HVAC SYSTEMS SHALL BE BALANCED TO THE AIR QUANTITIES SHOWN AGAINST THE ACTUAL STATIC PRESSURE REQUIREMENTS OF THE INSTALLED SYSTEMS. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR OUTLET AND INLET. A CERTIFIED TEST AND BALANCE REPORT IS REQUIRED FOR REVIEW BY THE OWNERS REPRESENTATIVE 13. INSTALLATION OF HVAC EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATION AND CLEARANCE REQUIREMENTS. INSULATE REFRIGERANT SUCTION PIPING WITH 1/2" THICK FOAM RUBBER PIPE INSULATION. WEATHER COAT INSULATION INSTALLED OUTSIDE 14. REFRIGERANT LINES SHALL BE SEAMLESS COPPER TUBE, ASTM B 280 TYPE ACR, HARD DRAWN STRAIGHT LENGTHS AND SOFT ANNEALED COILS. TUBING SHALL BE FACTORY CLEANED, READY FOR INSTALLATION, AND SHALL HAVE TUBING ENDS CAPPED PRIOR TO SHIPPING TO PROTECT THE CLEANLINESS OF THE TUBING. FITTINGS SHALL BE WROUGHT COPPER ANSI B16.22, STREAMLINED PATTERN. BRAZING FILLER METAL SHALL BE AWS A5.8, CLASSIFICATION BAg-1 (SILVER). RUN SOFT COPPER PIPE UNDER GROUND THRU PVC CHASE 15. INSTALL REFRIGERANT PIPING IN ACCORDANCE WITH THE AIR CONDITIONING UNIT MANUFACTURER'S RECOMMENDED PRACTICE AND ASHRAE STANDARD 15 - `THE SAFETY CODE FOR MECHANICAL REFRIGERATION." PIPE SIZES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SIZING FOR THE SPECIFIC CONDITIONS. INSTALL PIPING AS SHORT AND DIRECT AS POSSIBLE USING AS MINIMUM NUMBER OF JOINTS, FOLLOW THE MANUFACTURER'S PROCEDURES FOR SYSTEM EVACUATION AND UNE CHARGING. NEW EXHAUST FAN SCHEDULE TAG SERVES AIR VOLUME EXT SP DRIVE ELECTRICAL DATA MOUNTING MANUF./MODEL NOTES 20/82 EFFICIENCY CFM IN. WC 24 PEOPLE 1470 SQ FT WATTS VOLTS/PH/HZ 20&2 CFM 210 CFM AREAS SERVED BY EXISTING RTU EF -N1 TOILET 106A 50 0.25 DIRECT 45 115/1/60 CEILING COOK/GC-128 1,2,3,4 NOTES: 1. BACK DRAFT DAMPER 2. INTEGRAL MOTOR OVERLOAD PROTECTION. 3. VARIABLE SPEED DRIVE FOR BALANCING. 4. PROVIDE WITH OCCUPANCY SENSOR WITH 20 MINUTE TURN-OFF DELAY. REFRIGERATION PIPE SEAL OPENING - ROOF DECK ROOF PENE 1 x A M INO SCALE DUCTLESS SPLIT SYSTEM SCHEDULE OUTSIDE AIR & VENTILATION SCHEDULE IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) - MECHANICAL SECTION 403 SPACE SERVED CALCULATION VENT. RATE VENT. REQ'D. VENT. SUPPUED RAS-09EACV/09EKCV BASIS 20/82 EFFICIENCY 20 SEER RENOVATED AREAS 24 PEOPLE 1470 SQ FT 5 CFM/PERSON 0.06 CFM SQ FT 20&2 CFM 210 CFM AREAS SERVED BY EXISTING RTU 208.2 CFM 210 CFM REFRIGERATION PIPE SEAL OPENING - ROOF DECK ROOF PENE 1 x A M INO SCALE DUCTLESS SPLIT SYSTEM SCHEDULE SYSTEM TAG DSI/DSO-1 SERVES X-RAY MANUFACTURER TOSHIBA CARRIER MODELINDOOR/OUTDOOR RAS-09EACV/09EKCV WEIGHT IN/OUT, LBS 20/82 EFFICIENCY 20 SEER VOLTS/PHASE/Hz 208/1/60 ARRANGEMENT WALL MOUNTED AIR FLOW, H/M/L, CFM 303/244/177 INDOOR OP SOUND, dB -A 39-27 NOM COOLING CAP, MBH 3.75-10.58 NOM HEATING CAP, MBH NA REFRIGERANT R -410A MCA - 10 MOP 15 NOTES: 1,2,3 NOTES: 1. PROVIDE WITH LG PROGRAMMABLE THERMOSTAT, PREMTBIOU. 2. PROVIDE WITH INTEGRATED CONDENSATE PUMP. 3. INDOOR UNIT POWERED FROM OUTDOOR UNIT. r SHEET METAL SCREWS PRE -FABRICATED ROOF JACK SELF FLASHING, INSULATED FACTORY CURB Owner: Nemours ARCHITECTURE 135 W. Central Blvd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 OCoppW 2018 NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: MECHANICAL NOTES, DETAILS & SCHEDULES Revisions: Issue Date Drawn By Checked By 3/30/18 ERE ERE VfTlirip?, B IER1���4n� =tY� K�- r y • , rh a • 40 7L1111011Ei�%�iann, PE FL Reg # 76956 Project Number. 17376 USER NOTE: F= ALUMINUM. STANDS FOR MECHANICAL U N ITS THIS DOCUMENT SHALL BE USED',ASA �n1 11KWE "04, THE FOLLOWING: - I ``O . '''_ ,,' ` �04MSIZEPCERDDEE GNSCHE[XW--J NON-HVHZ USE ONLY AIC UNIT GRROUNDMOUNTED CSTANDIN DEPTH• �.••• 1F `%- • _ 0/2115, ------- (MAX. SIZE DOCUMENT CERTIFIES ALLOWAB(T'U,EU / 8ND'y� 549 ml F , PER SCHEDULE) CONFIGURATIONS AND PROVIDES (3) GN TAbIE4$�6F ER * 2 1 A/C UNIT - 1 _ THE ALLOWABLE EXPOSURE CATEGORI��CA(D FOR OS@- - C 1 (SEE DESIGN SCHEDULE ON SHEET I a I r ---.-- WITH INSTALLATIONS WITHIN A)+/IND77�� � EWUAtTl1A & 485 FOR NC UNIT SIZES AND CII IU - VuN-175 MPH OUTBID! THE M(NZ (Hi* LOCITY 0� •.• ` A4 N I I = �, I I HURRICANE ZION!) ONLY. . I , 0�., C O R1 o 1 _ WEIGHTS) - 1 § J.�1 I 4 ..... .. •6 ..4n I I ROOFTOP MOUNTED C STAND Ier �w • }U I I O L9 - RAILS MAY BE 5P/10ED AT 1N`� G M 1 1 SI IX M I I DOCUMENT CERTIFIES ALLO A UNIT/STAND (1#11 i 51 24', 36•, 48. ONLY, CENTg2ED STAND DEPTH l � d ( ABOUT F1XID FRAME CONFIGURATIONS AND PROVIDES -(3) DES3yN TABLES FON;. 4In aLPER DESIGN SCHEDULE � _ I Z w I- _ - THE ALLOWABLE PRESSURE OF EACH CONFIGURATION. 1-`f f I€I _ - c _ THE ALLOWABLE WIND PRESSURE FOR EACH CONFIGURATION k< HS CAN BE CROSS REFERENCED WITH THE 'WIND LOAD DESIGN .I'15"', m 8 •1 - PRESSURE FOR ROOFTOP MOUNTED U N', y 5UPFORTING .4 W -r _+ STRUCTURE AND THE ALLOWABLE EXPOSURE CATEGORY (C 1 zg r.I ORD FOR USE WITH INSTALLATIONS OUTSIDE THE HVHZ z Fr WIN A WIND ZONE UAL TO Vull 175 MPH, VOWL I, i IS V 2D 2 P STAND DMI( `r ' z EN ERAL TES a _ x _ Z 1. THIS SYSTE14 HAS BEEN DESIGNED AND SHALL W FABRICATED IN 9 - s - INTERLOCK SQUARE c N _ °� i Z �!�O+j ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH EDITION (2014) FOR USE ((//11 �, U 3 TUBING - O fL - 3 - - 5 `" � - 2.'/'NIMAXI"UM WMERMON5 AND WEGLTOF DE OF THE HIGH VELOCITY HURRICANE UNITS SHALL - a TOPRo a? -ROOF HOST STRUCTURE _ `• TOP OF 5 F HOST STRUCTURE -� - .. _ _ CCONFOR14 TO ONED HEREIN. WECIKCATION.S STATED HEREIN, MINIMUM ME OR MAXIMUM AS _. FINISH - FINISH 3. CONTRACTOR SHALL ENSURE THAT TACH INS'TA"rON ASSEMBLY MEET = • O- THE MINIMUM CLEARANCE HEIGHT PER FOC SECTION 1509.6.5 FOR NON-HVHZ 0 4 4 ANCHORS BASE PLATE , 3' MAX. AIMED 4 ANCHORS BASF PLA14 -TE - ' tl MAX. ASSUMED ARCFITECTA9VGINt39t OF RECORD FOR THE PROTECT SUPERSTRUCTURE KY • •�APPLICATIONS. 0 ~•� PER PLATE ^ STD/HD" ASSEMBLY ROOFING PER PLATE D rH ROOFING WITH wHLCH THIS DESIGN IS uo SHALL BE RESPONSIBLE FOR THE 1NTEOlIIY Q 2L (SEE ANCHOR THICKNESS (SEE ANCHOR FIXED ASSEMBLY THICKNESS OF THE "LL 9UFF°RTU'G SURFACES T° THIS DESIGN WFOQI SHALL BE COORDI"AT® r iiMCONTRACTOR. z e �y o = SCHEDULE ELEVATION SCHEDULE ELEVATION S, REA nOr4Or4 "GFORCES USTM FM USE •INTI HOST STRIICTRIE VMMrAlTIoN M R R FOR ANCHOR 1 SCALE: l'-1'-0• END ELEVATION FOR ANCHOR SCALE: 1'•1'-0' END ELEVATION - ARE CALCLI ATED USING ASO METHODOLOGY. DEIGN PROFESSIONAL OF RECORD �Zr U 6 SPECS) SPECS) SHALL VERIFY APPUGRBILTY A D(OR ADDITIONAL FACTORS FOR USE WITH HOST f I I : Q ; OAUTILIZE NEXT -HIGHEST STAND HEIGHT FOR - - - 1 - STRUCTURE.ALL FASTENERS TO BE 012 SAE LADE S CADMIUM PLATED OR OTHERWISE 3 r, g LARGER ROOF THICKNESS. FOR ROOFING WITHOUT - - CORROSION RESISTANT MAT URAL "LESS NOTED OTHERWEW AND SWW. F I 1 INSULATION OMIT 3' THICKNESS AND UTILIZE CLEAR L COMPLY WITH 3.3.1, SPECIFICATIONS FOR ALUMINUM STRUCTURES, THE Q � i 1y$�` R I HEIGHT FROM FINISHED FLOOR. SPECIAL CONDITIONS f-2.SCO•-t ALUMINUM ASSOCIATION"NC., FOC 84406.1.8 IN ADDITION TO APPLICABLE Z }z REQUIRE SrrEti9PECIFIC ENGINEERING. P DERM,STAT% AND LOCAL CODES. STAINLESS STS FASTENERS SHALL BE �i 3 0 JI : 0 ASTM FS93 316 SS COLD WORKED CONDITION. PROVIDE (5) PITOHE MINIMUM 0 �+ & 0.094LT Bl T PAST THE THREAD PLANE FOR ALL SCREW CONNECTION& z Fi B A/C UNIT DEPTH (SEE tl �.+ B2 �_ 7. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6061 T6 E•f 2 - �NC UNIT WIDTH I SCHED.) (SEE „ 112 (SEE L ALL EXISTING CONCRETE SUBSTRATE SHALL HAVE MINIMUM MY: lJ SCIED.) m ,IA-,�. (SEE Nmi 8 COMPRESSIVE STRENGTH OF 3000 PSI (4• MIN. DEPTH) AS VERIFIED BY OTHERS. - I 0.125' - - SOHID.) vX rTi A ALLNUNUM WELDING SMALL BE PERFORMED IN ACCORDANCE WITH FBC `i SECTION 2003.613 8 2003.8.1.4 WITH WELD FILLER CONFORMING TO THE O. M - - -M DESIGN - - - - - - - �( ULTIMATE MANN ►� � T� 3.i 1. SUGGESTED WED FILLER: 5356IN ACCORDANCE WITH THE 'DELECTRODM ALL - . gr 0.55 CROSSMEMBER CROSSMEMBER ALUMINUM CoNsrRURLON SHALL BE IN CONFORMANCE WITH THE TOLEWVNCM PI _ - - I - 'f 271N QUALITY AND METHODS OF CONSTRUCTION As SET FORTH IN F13C TION RI S 1O . ( �j� y - ,o.1B8• L 6'-1'-0' 6 -1-0 CODE AWMINUM (D2W3.2 AND THE � MIN040N WEDCAN WELDING SOCM1YS STRUCTU AL WELDING a 1 � ! I WELD UNLESS OTHERWISE RIOTED. IS •,I,ROAT RILL PERiMEHER F[UET yB YY - R, }-1.375'��_Ii,� _ 10. THE CONTRACTOR 1S RESPONSIBLE TO INSULATE ALL MEMBERS FROM 1 ! B 471\RAIL -BEAM C= _ - � DLMMILAR MATERIA S TO PRE VENT ELECTROLYSIS. a •� a 6ll ".1'-0' - - ,�� 11. B.BCTRWAL CLOUD, WHEN REQUIRED, TO BE DESIGNED 81NSTALLED BY g q 8! TUBE AT I 0.750• O.D. OWNERS. ALL MECHANICH{L sPEDo-TGTIONB (CLEAR SPACE. TONNAGE, ETC.) F R I CENTER OF TEP. SHALL BE AS PER MANUFACTURER RECOM MENDATIONS AND ARE THE EXPRESS 1 R O (SEE SCHED.) RE SPp1EDBILRy OF THE CONTRACTOR P3 (REF. TABLE) NP. 1 4.20Xb4' THK (SEE SL ENGINEER SIAL AFFIXED HERETO VAUDA113 STRUCIImuc DESIGN AS �, B O O DETAIL 2/3) 11 GALV. SCHED.) SHOWN ONLY. USE OFTHIS SPECIFICATION BY CONTRACTOR, at •I. DDE1NIFfE9 - 1 •■ 1 0.156• I BOLT 1 SAVES MARMLESS THIS ENMEER FOR ALL COST • DAMAGES INCUDIMG LBC'AL I 1111111111 1111 REF. - ol�j -� TIES 8 APPS -LATE FES RESULTING FROM MATERIAL FABRICATION, SYS"" I CONFIGURATION0 3/4' I 1 F� 0 2-f= I - _L�VI FitECTIDN. CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR EW TI ii �` 1 O.ir�,'T LOG1L, STATE, 8 FEDERAL CODE S. FROM DEVIATIONS OF THIS RAM T �;[ (I DETAILS THICK `, N I& THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE R III 0.250• 3 500• 0.250• INFORMATION FOR A SPECIFIC SITE FOR SITE CONDITIONS DIFFERENT FROM - mPIwIRIrB omm J 7/8• " �--2.000'--#' T£ CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED f►YP J 7/8') 6 4 CNA 5 �� ARCHITECT SHALL PREPARE SITE SPBCIFIC DOCUMENTS FOR USE IN COTW NCTION 15-2480b 1 WITH THIS DOCUMENT. �m 11 6'.1'-0' 6•-1'-0' 11. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS a STAND WIDTH *� / ro - _ ISS. Ac SOR ' STANDDSS SHALL BE PARE ERMANENTLY LABELED WITH A MINIMUM OF ONE _ - v & LEG SPACING PER L - BASEPLATE OLE FOR ANCHOR WITH - LABII PER FRAME ABSE4BLY ODFNTAINiPIC9 THE FOLLOWING: - sss CONFIGURATION STAND DEPTH SPREAD OR 3 DIAMETQt )(a LARGER - - N DETAILS \I _ FDCED ASSBLY OPTION W.3'-0' MIAM FLORIDA THAN ANCHOR DIAMETER - - - - - RDRISI DA BUILDONG"OCDDE APPROVED - - - - NON-HVHZ USE ONLY a`%%,%, LN1FNr,,ODOM �BNHAFml1►s DESIGN SCHEDULE - 48" DEPTH (FIXED) STAND DEPTH ROOF -TOP I ---e1F -. IOUNTED CONFIGURATIONS ' -. • I MECHANICAL STAND EXAMPLE: GROUND & ROOF -TOP MOUNTED UNITS NON-HVH U6fi, Q LY No. 46549 -120M , . Bt - ij ,I ,� :... - �SH:'� '../ 6i' ROOF TOP MECHANICAL UNiT STAND EXAMPLE: 3 " 0"] MAXIMUM ALLOWABLE WIND PRESSURES; •HD' STAND ONLY CONFIG: A CONFIG: B CONFIG: C CONFIG: D ANCHOR TYPE: 1 OR 2 ANCHOR TYPE: l OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 LATERAL UPLIFT LATERAL UPLIFT LATERAL UPLIFT LATENT UPLFT LOAD IPSO LAAO (PSF) LOAD (PSF) LOAD (PSF) LOAD (PSM LOAD (PSP) LOAD (PSF) LOAD (PSF) DESIGN CONDITION: - . No. 4 1 * . - MAX. BASE GRAVITY (fa CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT 30• TALL x 30' DEEP x 30• WIDE, I - 3 - I B * ] 24" 24" 219 PSF 350 LB MAX WEIGHT BEING INSTALLED OUTSIDE THE HVHZ WITH THE FOLLOWING CRITERIA: . �; GTA . 135.4 PSF • - NUMBER OF LEG FRAMES. (2) FRAMES (4 LEGS) - - - - - � • STAND HEIGHT• - 24• HEIGHT - - - I O \ _r �� z I .• o - 88.8 PSF M.4 PSF n. STAND DEPTH- 36- STAND DEPTH SPREAD 24 V •• O�c` i 14 z 387.0 LB • HOST STRUCTURE TYPE. 3,000 PSI CONCRETE (4- MIN. DEPTH) /O �. `�3 FFhH • M and M 8 . 30" 30" 77.3 PSF • �> U � I PROCEDURE RESULT 38.6 PSF 58.1 PSF 29.0 PSF 246.9 LB -FT po�� Ow.�IA. 5 e. i DETERMINE STAND CONFIGURATION TYPE ON SHEET 2 1) UNIT PER (2) LEG FRAMES OPTION FALLS WITHIN CONFIGURATION TYPE A, SHEET 2 - I8" m 8 54.5 PSP 63.6 PSF - N P 2 LOCATE DESIGN SCHEDULE FOR 36' ROOF TOP STAND DEPTH SPREAD SCHEDULE CAN BE FOUND ON SHEET 4 3 DETERMINE WHICH TYPE OF STAND COMPONENTS APPLY THE • 30 STAND DEPTH DESIGN SCHEDULE PROVIDES VALUES FOR STANDS ONLY 448.9 LB 42• -+ z Wx 42" 917 PSF FOR A 301W x 3010 x 30'H UNIT ON AN 24• STAND HEIGHT WITH CONFIGURATION 40.5 PSF 47.2 PSP U) of i - 4 DETERMINE THE MAXIMUM ALLOWABLE - - TYPE A, THE ALLOWABLE WIND LOADS ARE AS FOLLOWS FROM SHEET 4: - _ _ _ _ _ - _ _ -- - O W al 16 480.8 LB 48' LATERAL 8 UPLIFT WIND !AADS • - ALLOWABLE LATERAL WIND LOAD: - 103.3 PSP � = 0 0 .N 31.2 PSF 36.4 PSF 1842 PSF • ALAWABLE UPLIFT WIND LOAD:.. Ei.6 PBF - 215 PSF 11.7 PSF 246.9 LB -FT 265.8 LB 608.6 LB ANCHORUTILEZE R 5 HED WA ) 2e 24• 24" 30.0 PSF 5 DETERMINE PERMISSIBLE ANCHOR TYPES WIND VALUES DETERMINED I N STEP 4. FOR THIS EXAMPLE ANCHOR TYPlE81 OR 7 53.8 PSF 92.2 PSF 46.1 PSF 69.3 PSF 34.6 PSF 246918FT AND VERIFY (HOST STRUCTURE TYPE - MAY BE APPLIED. FOR THIS EXAMPLE UTILIZE ANCHOR TYPE 1 FOR CONCRETE HOST TYPE. INSTALL STANDS PER ANCHOR SCHEDULE AND DET AS -•a -'-•+'•-n- - 6 W 2- 30" 16.8 PSF .STRUCTURE - .AILS ILLUSTRATED ON SHt3:T S. _ _ - 35.2 PSF • 30.1 PSF 45.3 PSF 22-6 PSF f7 207.4 LB 442.4 LB 408.4 LB 36" - 36" - - - DETE- THE ALLOWABLE USING SHEET 5, AND THE STAND CONFIGURATION ALLOWANCE FOR A LATERAL LOAD OF 103.3 PSF AND UPLIFT LOAD OF $1.6 PSF FROM ABOVE: 42.5 PSF & 9L N�, Y 2 g 42.5 PSP 8 & WIND EXPOSURE CATEGORY FORINE G HEIGHT_ USE OUTSIDE THE HVHZ. FHQIGNT UP TO 15 FT MAX 8 S CORRESPONDS TO AN INSTALLATION W WD SPEED OF0N A ROOFTOP WITH A MEAN 175 MPH WITH AN EXPOSURI9R R (SHEET 4) Z) 3 E•' 43L9 IS 42" 42' - - - - - 12OMPH E KPOSURE'D' UP TO 60' MRH - .. - 63.2 PSF z �Nj � I 18.4 PSP 31.6 PSF 15.8 PSF 23.7 PSF 11.8 PSF 246.9 LB•FT 207.4 LB 496.7 LB 457.7 LB 48" 24" GROUND MOUNTED MECHANICAL. UNIT STAND EXAMPLE:30.- = - I €_ 48.8 PSF 151.0 PSF 24.4 PSF 75.5 PSF F 14.2 PSF 44.0 PSF Z - ////////////// /!i////lll//// 246.9 l8•F'T 56.7 PSF 28.3 PSF 245.9 LB -FT DESIGN CONDMON: . r - 482.9 LB 38X6 U3 19 - 350 LB MAX WEIGHT, BEING INSTALLED WITH THE FOLLOWING CRITEMA: -- LB LB CONSIDER THE INSTALLATION OF (2) MECHANICAL UNITS 30' TALL It 30' DEEP x 30• WIDE,EG - _ _ _ !-I 49.4 PSF 57.6 PSF Yin WEIGHT WEIGHT - - 24.7 PSF 37.1 PSF 18.5 PSF 245.9 LB -FT • NUMBER LFRAMES- FRAMES 1Tt�-- - - 1 36" 36" (6 LEGS) - .. - O. t 40.6 PSF • STAND HEIGHT- 30' HEIGHT -• 17.4 P5F 26.2 PSF 13.1 PSF 245.9 LB -FT • STAND DEPTH. - 36' STAND DEPTH SPREAD DOWN TO ' - - EP 36 30 - - _ = I I =--- - . - - 42" 42" HOST STRUCTURE TYPE- 3,000 PSI CONCRETE (4' MIN. DEPTH - 12oMPHExP0.SURE'r INSTALLEDCONDITION 30•EZ -"momm 51.7 PSF 25.8 PSF 30.2 PSP I 25.8 PSF 12.9 PSF (SHEETS)11111' 169.8 LS 446.4 IB 442.5 LB 48" 48• 48" 34.5 PSF 39.9 PSF 19.9 PSF 73.3 PSF 11.6 PSF PROCEDURE: RESULT: 245.9 LB -FT 169.819 &W. 463.1 LB 24" 24" 24" - (SHEET 6) 122.5 PSF I# , a Is�g€( X R® 1 DETERMINE STAND CONFIGURATION TYPE ON SHEET 2 2 UNITS PER 3 LEG FRAMES OPTION FALLS WITHIN CONFIG. TYPE E SHEET 2 LOCATE DESIGN SCHEDULE FOR 36• ROOF TOP STAND DEPTH SPREAD SCHEDULE CAN BE FOUND ON SHE4 ET 137.8 LB 339.1 US 371.2 LB 30• 30" p l 3 DETERMINE WHI T CH TYPE OF STAND COMPONENTS APPLY THE 36' STAND DEPTH DESIGN SCHEDULE PROVIDES VALUES FOR HD" STANDS LY 40.0 PSF 4 DETERMINE THE LATERAL FORCE CAPACITY ACTING ON THE UN1T5 FOR A SQUARE 30"W x 30.0 x 30'H UNIT ON AN 301 STAND HEIGHT WITH CONFIGURATION TYPE B, FROM SHEET 4 FIND AN ALLOWABLE INSTALLATION - ' - 20.0 PSP 1 a 234.7 LS -FT i$I ! • ■ .11 8l 357.7 LB 387.1 L9 FROM THE 24' MIN. DESIGN SCHEDULE ON SHEET 4 _ LATERAL PRESSURE OF 31.9PSf - i _� / 11 M B ll 32.9 PSF 16A PSF 26.2 PSF - - !:�_ __ . I 234.7 L84T 137,8 LB 375.9 l8 403.3 LB 42" 42" S FROM SHEET 5, W WD LOAD PRESSURES FOR GROUND MOUNTED UNITS TABLE, FWD DETERMINE IF THE MAXIMUM ALLOWABLE UNIT PRESSURE IS OK FOR FOR SQUARE UNITS THAT THE DESIGN PRESSURE FOR 12OMPH EXPOSURE W - - • asp• - r = �• mMMISKBISRM= - ill PSP THE 120 B INSTALLATION REQUIREMENT - - CONDITION IS 16.7PSF WHICH IS LESS THAN THE MAX ALLOWABLE PRESSURE FOR -•� - 15-248Ob 234.7 5 -Hi 137.8 LB THIS EXAMPLE UNIT OF 31.9PSF APPROVED - o ya a .. • 48" -"••rte-'- DETERMINE PERMISSIBLE ANCHOR TYPES AND VERIFY UTILIZE ANCHOR TYPES FROM DESIGN SCHEDULE ASSOCIATED WITH THE ALLOWABLE 5 6 16.2 PSF HOST STRUCTURE TYPE - _ WIND VALUES DETERMINED INSTEP 4. FOR THIS EXAMPLE, ANCHORTYPES 1 OR 2 - - ^ 411.5 US MAY BE APPLIED. FOR THIS EXAMPLE UTILIZE ANCHOR TYPE 1 FOR CONCRETE HOST •`may STRUCTURE TYPE. INSTALL STANDS PER ANCHOR SCHEDULE AND DETAILS AS Z-0) ILLUSTRATED ON SHEET 6. J)1 NON-HVHZ USE ONLY a`%%,%, LN1FNr,,ODOM �BNHAFml1►s DESIGN SCHEDULE - 48" DEPTH (FIXED) STAND DEPTH ROOF -TOP I ---e1F -. IOUNTED CONFIGURATIONS ' -. $%2 1 1" ` SIZE No. 46549 -120M , . Bt - LDADTMUIWMD+I�MATro"FOR USE wlTMHOST STIRUCTl1RE VFJUIIGTION ONLY F AfC UNIT DIMENSIONS (YF) (D) (H) STAND MAXIMUM ALLOWABLE WIND PRESSURES; •HD' STAND ONLY CONFIG: A CONFIG: B CONFIG: C CONFIG: D ANCHOR TYPE: 1 OR 2 ANCHOR TYPE: l OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 LATERAL UPLIFT LATERAL UPLIFT LATERAL UPLIFT LATENT UPLFT LOAD IPSO LAAO (PSF) LOAD (PSF) LOAD (PSF) LOAD (PSM LOAD (PSP) LOAD (PSF) LOAD (PSF) MAX. BASE MOMENT (op MAX BASE SHEAR M MAXI BAS UPLIFT (T) - - MAX. BASE GRAVITY (fa HEIGHT_ - 24" 24" 24" 219 PSF 229.5 PSP 114.7 PSP 135.4 PSF 67.7 PSF 118.1 PSF 59.0 PSF 88.8 PSF M.4 PSF 246.9 LB -FT 265.8 LB 454.8 LB 387.0 LB 30" 3W, 30' . IMA PSF 77.3 PSF 90.2 PSF 45.1 PSF 77.3 PSF 38.6 PSF 58.1 PSF 29.0 PSF 246.9 LB -FT 265.8 LB 504.6 LS 417.518 36" 36" 36" I8" 109.0 PSF 54.5 PSP 63.6 PSF 31.8 PSF 54.5 PSF 27.2 PSF 41.0 PSF 20.5 PSF 246.9 LB -FI 265.8 LB 539.7 LB 448.9 LB 42• 42" 42" 917 PSF 81.0 PSF 40.5 PSF 47.2 PSP 23.6 PSF 40.5 PSF 20.2 PSP 30.4 P5F 15.2 PSP 246.9 LB -FT 265.8 LB 574.3 LS 480.8 LB 48' 48" 48- 68.4 PSF 62.5 PSP 31.2 PSF 36.4 PSF 1842 PSF 31,2 PSF 15.6 PSF 215 PSF 11.7 PSF 246.9 LB -FT 265.8 LB 608.6 LB 513.0 LB 2e 24• 24" 30.0 PSF 184.4 PSF 92.2 PSF 107.6 PSF 53.8 PSF 92.2 PSF 46.1 PSF 69.3 PSF 34.6 PSF 246918FT 207.4 IS- 414.3 LB 384.5 LB 30' 30' 30" 16.8 PSF 320.7 PSF 60.3 PSF 70.4 PSF 35.2 PSF 60.3 PSF 30.1 PSF 45.3 PSF 22-6 PSF 246.9 LB+T 207.4 LB 442.4 LB 408.4 LB 36" 38' 36" 24" 85.1 PSF 42.5 PSF 49.6 PSF 24.8 PSF 42.5 PSP 21.2 PSF 32.0 PSF 16.0 PSF 246.9 LB -FT 207A LB 469.7 LS 43L9 IS 42" 42' 42" N/A 63.2 PSF 31.6 PSF 36,8 PSF 18.4 PSP 31.6 PSF 15.8 PSF 23.7 PSF 11.8 PSF 246.9 LB•FT 207.4 LB 496.7 LB 457.7 LB 48" 24" 48• 24• 48 24" 24- 48.8 PSF 151.0 PSF 24.4 PSF 75.5 PSF 28.4 PSF 88.0 PSF 14.2 PSF 44.0 PSF 24.4 PSF 75.5 PSF 12.2 PSF 37.7 PSF ////////////// /!i////lll//// 246.9 l8•F'T 56.7 PSF 28.3 PSF 245.9 LB -FT 207.418 169.8 LU 523.519 379.0 LB 482.9 LB 38X6 U3 30" 30' 30• 30• 98.8 PSF 49.4 PSF 57.6 PSF 28.8 PSF 49.4 PSF 24.7 PSF 37.1 PSF 18.5 PSF 245.9 LB -FT 169.8 LB 401.9 IS 402.1 LB 36" 36" 36" 30• 69.6 PSF 34.8 PEP 40.6 PSF 20.3 PSF 34.6 PSF 17.4 P5F 26.2 PSF 13.1 PSF 245.9 LB -FT 169.819 424.3 LB 422.2 L.B 42" 42" 42" 44.9 PSF 51.7 PSF 25.8 PSF 30.2 PSP 15.1 PSF 25.8 PSF 12.9 PSF //11J1111l111! /J1//ll/////// 245.9 LB -FT 169.8 LS 446.4 IB 442.5 LB 48" 48• 48" 34.5 PSF 39.9 PSF 19.9 PSF 73.3 PSF 11.6 PSF //1111/I//J/ / ///ll//I/l//l 11/l///////l// /ll/lllll//// 245.9 LB -FT 169.819 466.3 U6 463.1 LB 24" 24" 24" - 122.5 PSF 61.2 PSF 71.4 PSF 35.7 PSF 61.2 PSF 30.6 PSF 46.0 PSF 23.0 PSF 234.7 LB+T 137.8 LB 339.1 US 371.2 LB 30• 30" 30" 40.1 PSF BOOL PSF 40.0 PSF 46.7 PSF 23.3 PSF 40.0 PSF 20.0 PSP 30.3 PSF 15.0 PSF 234.7 LS -FT 137.8 tB 357.7 LB 387.1 L9 36' 36" 36` 36" 56.5 PSF 26.2 PSF 32.9 PSF 16A PSF 26.2 PSF 14.1 PSF 21.2 PSF 30.8 PSF 234.7 L84T 137,8 LB 375.9 l8 403.3 LB 42" 42" 4P 118.318 42.0 PSF 21.0 PSF 24.5 PSF ill PSP 21.0 PSF 10.5 PSF ////////////// ///////////// 234.7 5 -Hi 137.8 LB 393.9 LB 419.9 LB 48' 48" 48" 32.4 PSF 16.2 PSF 1//////!/ll/// ///11/1/////// ///////1!1!1// I/III/1/1/11// III/I/I//Il!/1 /JI/II//IIIII 234.7 La -Fr 137,8 L8 411.5 US 436.5 IS VATI, G 8� '; o N J. �i $%2 1 1" ` SIZE No. 46549 -120M , . Bt 120 MPH, EXP. Ct 120 MPH, EXP. Dt 170 MPH, EXP. Btt 1 170 MPH, EXP. Ctt 170 MPH, EXP. Ott DIAAA 8 WIND LOAD ROUND, ROUND, ROUND, ROUND, ROUND, ROUND, PON SQUAREHD(i SQUARE HEX/ SQUARE HEK/ SQUARE HEX/ SQUARE HEX/ SQUARE HEX/ OCTAGONAL - OCTAGONAL I OCTAGONAL OCTAGONAL OCTAGONAL OCTAGONAL I 518 IN 081N I .- . ...... .. 5"'51 1 219 PSF 32.1 PSF U6` I 39.0 PSF 411 PSF hs1 I 46.0 PSF 64.4 PSF 68.0 PSF 78.2 PSF - 82.5 PSF all I 652 PSF S 3O FT 7/j/�]�// ul W Ifir a 0 . E 265 PSF 2&0 PSF 37.2 PSF y¢i 44.0 PSF . o 0 - 56.1 PSF WIND LOAD DESIGN PRESSURE GUIDE FOR ROOF -TOP MOUNTED UNITS TABLE:N. 31t .I ROOFTOP -MOUNTED UNITS - WIND LOAD DESIGN PRESSURES Z � isu UNTAG HEIGHT UNIT SIZE WIND LOAD DESIGNS ARE BASED ON THE FOLLOWING: -120M , . Bt 120 MPH, EXP. Ct 120 MPH, EXP. Dt 170 MPH, EXP. Btt 1 170 MPH, EXP. Ctt 170 MPH, EXP. Ott DIAAA HEIGFR WIND LOAD ROUND, ROUND, ROUND, ROUND, ROUND, ROUND, PON SQUAREHD(i SQUARE HEX/ SQUARE HEK/ SQUARE HEX/ SQUARE HEX/ SQUARE HEX/ OCTAGONAL - OCTAGONAL I OCTAGONAL OCTAGONAL OCTAGONAL OCTAGONAL S 15 FT 518 IN 081N LATERAL 217 PSF 219 PSF 32.1 PSF 33.9 PSF 39.0 PSF 411 PSF 43.6 PSF 46.0 PSF 64.4 PSF 68.0 PSF 78.2 PSF - 82.5 PSF UPLIFT 17.2 PSF 18.1 PSF 253 PSF 268 PSF 30.8 PSF 32.5 PSF 34A PSF 36.4 PSF 509 PSF 53.7 PSF 61.7 PSF 652 PSF S 3O FT "BIN SMB IN LATERAL 265 PSF 2&0 PSF 37.2 PSF 39.2 PSF 44.0 PSF 46.4 PSF 53.2 PSF 56.1 PSF 74.6 PSF 787 PSF 88.2 PSF 93.1 PSF UPLIFT 20.9 PSF 2L1 PSF 293 PSF 3X0 PSF 34.7 PSF 36.6 PSF 420 PSF 44.3 PSF 5&9 PSF 62.1 PSF 69.6 PSF 73.5 PSF S 40 FT ME IN 548IN LATERAL 2&8 PSF 30.4 PSF 395 PSF 417 PSF 46.2 PSF 48.8 PSF 57.7 PSF 60.9 PSF 79.2 PSF 83.6 PSF 917 PSF 97.9 PSF UPLIFT 22.7 PSF 24.0 PSF 31.2 PSF 329 PSF 36.5 PSF 385 PSF 45.6 PSF 4&1 PSF 62.5 PSF 66.0 PSF 732 PSF 77.3 PSF S 60 FT S48 IN S48IN LATERAL 32.3 PSF 34.1 PSF 43.0 PSF 45.4 PSF 49.6 PSF 52.3 PSF 64.8 PSF 1 68.4 PSF 8&3 PSF 91.1 PSF 99.5 PSF 105.1 PSF UPLIFT 255 PSF 1 26.9 PSF 339 PSF 35.8 PSF 39.1 PSF 41.3 PSF SL2 PSF 54.0 PSF 68.1 PSF 719 PSF 78.6 PSF 829 PSF S 70 FT S48 IN S48 IN LATERAL 20.0 PSF 1 163 PSF 26.2 PSF 213 PSF 30.0 PSF 24.3 PSF 40.2 PSF 32.6 PSF 52.6 PSF 42.7 PSF 60.2 PSF 48.9 PSF UPLIFT NJA N/A - N/A N/A - N/A N/A - N/A N/A N/A N/A NIA N/A S 80 FT 548 IN 548 IN LATERAL 20.8 PSF 16.8 PSF 26.9 PSF 21.8 PSF 30.6 PSf 24.9 PSF 41.6 PSF 33.8 PSI. 54.0 Mt. 43.6 PSF 615 PSF 49.9 PSF UPLIFT N/A N/A N/A N/A NJA N/A N/A N/A NIA N/A N/A N/A S IDD FT S481N 548 U1 LATERAL 22.0 PSF 17.9 PSF 28.1 PSF 22.8 PSF 316 PSF 25.8 PSF 44.2 PSF 35.9 PSF Se. PSF 45.8 PSF 63.8 PSF SLB PSF UPI1Fi N/A N/A N/A I N/A 1 N/A I N/A I N/A N/A N/A N/A N/A N/A STAND CONFIGURATION TYPES & COMPONENT SCHEDULE NON-,HVHZ USE ONLY Fd i _#00 1 1M,,,' .�` BEN a, I .-•- M NOTE: USE ANY COMBINATION OF UNITS TO FIT STAND PER' - MANUFACTURERS REQUIREMENTS. THE NUMBER OF UNITS MAY BE LESS THAN SHOWN, BUT MAY NOT EXCEED CONFIGURATION LIMITS AS SHOWN. WHEN USING MULTIPLE SIZES ON ONE STAND, WIND LOAD DESIGNS ARE BASED ON THE FOLLOWING: - z 5 11 L FORSQUAREUNITS. ::I �.I STD L I( -OM FOR ROUND, HEXAGONAL 8 OCTAGONAL SHAPED UNITS Z 11( LS x 5. LATERAL GCf-190 FOR LOCATIONS OUTSIDE OF THE MM2 8 MRHS6O Fr (PER - 0 E FROM DESIGN TABLES. ASCE 7-10295j. UN ) STAND CONFIGURATION A & LATERAL 6C I60VARIES FOR LOCATIONS OUTSIDE OF THE HVHZ & MRH�WFi - 0.093' SCHEDULE ESONONE (PER ASCE 7-10295). VERTICALGCYLSO FOR ALLLOCATIONS(PERAS037-102958FBC1620.4 FF7. 6 2.00' x & ALL GROUND MOUNTED LINK DESIGN CRITERIA CONSIDERS ASCE 7-10 C SIZE SECTION 29.4.1 FOR "07HER STRUCTURES- SOLI) FREESTANDING WALLS" WA - INSTALLATIONS AT GRADE WIND LOAD DESIGN PRESSURE GUIDE FOR GROUND MOUNTED UNITS:111111111UPS 76A PSF S. ALL ROOFTOP MOUNTED UNIT DESIGN CRTTERA CONSIDERS ASCE 7-10 SECTION 29.5 FOR ROOF TOP HEIGHTS�,W FT & SECTION 29AI FOR ROOF TOP n = - . S - - - HEIGHTS 560 FT. I B ill - - - - � POST SIZE 11 ALLOTHER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10. LT X 0.090• 46.1 PSF OD X TH INSINESMENEW IL FOR ANEXPLANATION OFEXPOSURE CATEGORIES THATACCOMPANYTHE ���� 246.9 LB -FT GROUND MOUNTED UMTS- WIND LOAD DESIGN PRESSURES It THIS WIND SPEED IS PERMISSIBLE TO BE USED WITHIN VUk WIND SPEEDS IN THIS APPROVAL, SEE SECTION 2&73 OF ASCE 7-10. 15-2480b S X S � �Lj (ASD) DESIGN 12. ALL VALUES ON THIS SHEET RESIGN WIDTH/ HEIGHT D WAITER X BREVARDCOl1NTY0RSIMWIRCOUNTIES WITH ANIOLTIMATE� WIND VELOCITY OF 120 MPH, RISK CATEGORY II STRUCTURE 13. ALL ROOFTOP -MOUNTED PRESSURES ALLOW FOR A MAXEPRESENT IMUM 36" TALL JVC STAND PER THIS APPROVAL D a ¢ . ® -0ENOTES VALUES NOT APPROVED POR USE 48" 48" EXP. Bt t EXP.0EXP. Dt EXP. Btt EXP. Ctt DTP. Ott 52.9 PSF STAND CONFIGURATION TYPES & COMPONENT SCHEDULE NON-,HVHZ USE ONLY Fd i _#00 1 1M,,,' .�` BEN a, I .-•- _ - f --w---I - r L we1GNr - ` .2STcf, NOTE: USE ANY COMBINATION OF UNITS TO FIT STAND PER' - MANUFACTURERS REQUIREMENTS. THE NUMBER OF UNITS MAY BE LESS THAN SHOWN, BUT MAY NOT EXCEED CONFIGURATION LIMITS AS SHOWN. WHEN USING MULTIPLE SIZES ON ONE STAND, L40TEI AIC UNITS WI(MN STAND TYPES MAY BE COMBINED - BY USING MAX ADDrrrVE WEIGHTS AND WIDTHS;ALL HEIGHT VALUES SHALL REMAW AS SHOWN HUM }-•-wi- }--w1-4 - i 2 x Wl--I u r 350 U MA%, 3501. MAX, i - 700 L6 MUK = - A 1 WEIGIff w EQu1VALENT _r 100wQ MMA RIGHT TD••- TYPE }� UTILIZE MAXIMUM UNIT SIZE TO NPIFIXEDI STD 6'-0' MAX STAND'MRDTH DETERMINE ALLOWABLE DESIGN LS x 1.25• x X25' x 24" FROM DESIGN TABLES. ill _A STAND CONFIGURATION A . 0.093' SCHEDULE ESONONE 75.2 PSF 37.6 PSF dRHt TUBE 2.00' x 497.7 U9 452.2 LB SIZE ill WA - LDESIGN L WHEN USING MULTIPLE SIZES ON ONE STAND, 1711LI<E MAXDRIM UNIT SIZE TO WIND LOAD DESIGN PRESSURE GUIDE FOR GROUND MOUNTED UNITS:111111111UPS 76A PSF © �� 1.00' X 1.00" x - - - DETERMINE ALLOWABLE WIND PRESSURES FROM DESIGN SCHEDULES HEREIN. 0.125' - - - O POST SIZE [1 LT X 0.090• 46.1 PSF OD X TH INSINESMENEW 2. REFERENCE ANCHOR SCHEDULE FOR ANONOR TYPES LISTED HEREIN. UNITSIZE 246.9 LB -FT GROUND MOUNTED UMTS- WIND LOAD DESIGN PRESSURES It THIS WIND SPEED IS PERMISSIBLE TO BE USED WITHIN OSIZE 15-2480b S X S 24' STAND HT �Lj TABLE LEGEND: - - - WIDTH/ HEIGHT D WAITER D LOAD120 WIMCOMPONE UNITTYPE MPH, 120 MPH, 120 MPH, 170 MPH, 170 MPH, 170 MPH, BREVARDCOl1NTY0RSIMWIRCOUNTIES WITH ANIOLTIMATE� WIND VELOCITY OF 120 MPH, RISK CATEGORY II STRUCTURE 25.7 PSF 12.6 PSF STAND STAND HT 225.1 LS 615.2 ID ® -0ENOTES VALUES NOT APPROVED POR USE 48" 48" EXP. Bt t EXP.0EXP. Dt EXP. Btt EXP. Ctt DTP. Ott 52.9 PSF 26.4 PSF 30.9 PSP 15.4 PSF - SO IN S48 IN I IATERAI SQUARE - 1&7 PSF 24.6 PSF 29.9 PSF 33.5 PSF 49.4 PSF 60.0 PSF "THIS WIND SPEID IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY OR SIMILAR COUNTIES WITH AN ULTIMATE - 596.4 LB N _,,] - 24" 24" S481N I 548 IN I LATERAL ROUND, HEX/OCT. 17.6 PSP 2&O PSF 31.5 PSF 35.3 PSF 52.2 PSF 63.3 PSF - WIND VELOCITY OF 170 MPH, RISK CATEGORY N 5TRUCURE. 45.9 PSP 784 PSF 39.4 PSF 59.2 PSP 29.6 PSF 246.9 LB -Fr 177.3 LB MSO LB STAND CONFIGURATION TYPES & COMPONENT SCHEDULE NON-,HVHZ USE ONLY Fd i _#00 1 1M,,,' .�` BEN a, I .-•- STAND TYPE/COMPONENT SCHEDULE _ - f --w---I - r L we1GNr - ` .2STcf, NOTE: USE ANY COMBINATION OF UNITS TO FIT STAND PER' - MANUFACTURERS REQUIREMENTS. THE NUMBER OF UNITS MAY BE LESS THAN SHOWN, BUT MAY NOT EXCEED CONFIGURATION LIMITS AS SHOWN. WHEN USING MULTIPLE SIZES ON ONE STAND, L40TEI AIC UNITS WI(MN STAND TYPES MAY BE COMBINED - BY USING MAX ADDrrrVE WEIGHTS AND WIDTHS;ALL HEIGHT VALUES SHALL REMAW AS SHOWN HUM }-•-wi- }--w1-4 - i 2 x Wl--I u r 350 U MA%, 3501. MAX, i - 700 L6 MUK = - A 1 WEIGIff w EQu1VALENT _r 100wQ MMA RIGHT TD••- TYPE }� UTILIZE MAXIMUM UNIT SIZE TO NPIFIXEDI STD 6'-0' MAX STAND'MRDTH DETERMINE ALLOWABLE DESIGN LS x 1.25• x X25' x 24" FROM DESIGN TABLES. LS x _A STAND CONFIGURATION A . STAND TYPE/COMPONENT SCHEDULE DESIGN SCHEDULE NOTES: I STAND TYPE PART DESCR, NPIFIXEDI STD OOUTER TUBE LS x 1.25• x X25' x 24" SIZE LS x 0.093• 100.0 PSF (81 R Bl X ti) 0.093' 100.0 PSF 50.0 PSF 75.2 PSF 37.6 PSF dRHt TUBE 2.00' x 497.7 U9 452.2 LB SIZE 2.00• X WA O (Bl X Bi X ti) 0,095• 76A PSF © L'NNER TUBE SIZE 1.25 x 1.25' x 1.00' X 1.00" x 225.1 LB (B2 x B2 x t2) 0.125' 0.125 O POST SIZE 1.91 x LT X 0.090• 46.1 PSF OD X TH 0.145' 46.1 PSF 23.0 PSP 34.7 PSF 17.3 PSF 246.9 LB -FT 225.1 16 M' X 4• WTO OSIZE BASEPLATE S X S 24' STAND HT �Lj 68.6 PSF 34.3 PSP X S' FOR 20.0 PSF (PI X P11) 25.7 PSF 12.6 PSF STAND STAND HT X % • �' 's y ' - : No. 46549 z : � % �S7ATE OF 'moi DESIGN SCHEDULE NOTES: I LOAD TRANSFER. WFORM"TIONMRUSE "R HHOST - STRUCTURE VERDWAMOFI ONLY ON I • • ..••'•' ('�� .• %, ''`4, �ONALIII • III R z 5 MAX. BASE MOMENT (M) - H" Mel tau 61 I 14AX BASE GRAVITY (C) - -r ' 9<6`sIs�77 I 24" - - N:E1Ig 200.0 PSF 100.0 PSF NOrP W 58.3 PSF _ LEGEND: OLD a }-W-} F -W-4 r•' -w--4 Hwy - • 'STW-ETA DUTY - - ti0 "� T • 'STD' .STANDARD 390 1. 356 U MAX, 35910 MA%, 1 3901E MN(, 350 LB 1 350 Uf N4fL, 350 UD NAY, 354 L6 2• SHNJ. BE UNITIZED FOR F1XE0 ASSEMBLY 0(6_Y U 35010 MAXI, 00 = 100 Le M01. 1 LB MDI. T 100 LO MDI. 100 U MDI. 1 LB MON. = 100 U MIN. 1W LB MOL - = 100 LB MDI. 100 U MIM. 100 U MIN. q _ wNDOff WEWNr wHgfT wE[6HT w6xiMr WEIGHT WF.IGMT wr36Mr wLsN wle r0 I Intl �d �tl � i SCHEDULE STAND COMPONENT c' % f- 6-W MAX• -i }-EQ•--EQ.-EQ' (-eQ-DEQ.-{ 1 f-6 0• MAX ---i - - - MAX 6'-0' MAX t = 0• MAx-� SCHEDULE F -w--1 I -w-- 4 �W� ? 3 N go,a �Ji I T lov.-iF 350 LB "A% 35016 ,Do LD r LB MAX 35018 MAT 350 L8 NA% 350 L6 MAIy = 10018 MON. 100 LB MOI. SWUM = IOD U MO. 100 LB MOX. 100 [H MM. 100 W MLN. - - T - S WE9fr WL3TiR WEIGHT - WEGIR WEIGHT WEWIfr WEIGHT 1 1101B"A43•t LDMAL 350. 100 Le UIMA%, n = 10018 MIN. 1 U MO. 100 Ls MHN. 100 LB MIL i 6 Fp. C WEIGHT EIGHT W@IGNT wow E 3 ^ <ZZdYjtl <- - O Rx I `: z r L I °' tl * a g~ 1 Q• -O' -{ ��W­J �-�• �. NIX EQ. L` 11 ��W­412-O' MAXMax--f 12-V Max . � 12-0' - I ' O 5 350 U MNG 35018 MAX, 350 LB MAX, 350 U MA%, 150 LD M 350 I MAG 959 U MA%, 35018 MARC, 35018 LAX ISO U MAX, _ '1- - = LOO U MIN. 100 LB MHN. 100 L. MIN. 10018 M91. 1W U MIN. = iW LB ION. SOD LO MIN. 100 U MHN. 100 LB MOI. 300 LB MOI. I 35010 WDC,I WEIGHT 35018 3� lD MAX, 390 N MIOC, 350 L6 MAG - - (�J WEIGHT WEIGHT WEIGHT Wfi6dTT WEEGHr 1YHQfT WEIGHT IYE1GIIr WEWM WEIGH" - L6 _ ss a - in = 1W S9DWE� . 1a0WQ fN. 19w� . WEIGHT 100 Ce S tl - tl : EQ,--l­-EQ---4-n4-EQ--4-EQ. b EQ• +-Ea•-F-EQ•-�-Ea• � agy I LW -4 0' MAXI I IT -D' �_� EQ•�-O' EQ. MAX C e S 1- i y w� F ---w--♦ �35' -O'MAX E B [f QQ T 350 U MAX, 350 U MNG 330 LB MAX, 350 U NA%, 350 L6 MAX, 350 U W 4 = 100 LB MHN. 10018 MOI. 100 1LGHr SW U MU. 1W U MU. 300 LD MIN. T 120g; . I B ■$ WELL" WEIGHT WEICM WPIGM WEIGHT WEGUr F-M NAM, M LINO MAX, 350 tD 390 U MAX, 350 U AL 50IB MA%, 350 U Ml1%, 350 L6 MAX 39016 Ml1 3W La MNG p = MIN. 10018 MIN. 1W LB MIN 1 W W MIN. 1W lB MIN, 00 ®a! nl I - o M WEIGIR w woaHr WEW1f - 1.4@1. 1W LB MIN. 1W lB MIH/. iW LB HDI. IW LB NUR F B iS 8i B WE19aHr wE1GHr wEIL4Hr wl3rRtr waelr tl -I-Ea.-I-EQ.--I-EQ.---DEQ•-I-EQ• -- I i i I � in - 9Q. --' I -EQ• -EQ• €hIt 2T-0• MAX I 1EQ.--EQ.--•) �EQ. € 6i MAINTAIN ALL LEG SPACING/UMIT CONFIGURATIONS AS SHOWN 1 - l - - - - - y 8 27'-0' MAX 8 1 I?d (TWO LEG PAIRS PER UNIT - MAINTAIN ALL LEG SPACING/UNIT CONFIGURATIONS AS SHOWN - 2T-0' MAX - 1 1 11 111111 I.B. (6) UNITS OVER rn EQUALLY SPACED LEG PAIRS] [ONE LEG PAIR PER UNIT - MAINTAIN ALL LEG SPACING/UNIT CONFIGURATIONS AS SHOWN I 1.9. (6) UNITS OVER (6) EQUALLY SPACED LEG PAIRS] [ONE LEG PAIR LESS THAN TOTAL NUMBER OF UNITS - - mFIDrARBSOHE[AOHG 1.•. (6) UNITS OVER (5) EQUALLY SPACED LEG PAIRS] 15-2480b . •cALa STAND CONFIGURATION B STAND CONFIGURATION C p STAND CONFIGURATION D 2 B 06 I - If - - - -71 Fi NON-HVHZ USE ONLY ,LLfIFIH101j"O DESIGN SCHEDULE - 24" MIN. STAND DEPTH CONFIGURATIONS (STD & HD): LOAD TRANSHMER INFORM k ROOF MOUNT APPLICATION' LOAD �s • so'' X8/$/2,1 MAX. UNIT DIMENSIONS ALLOWABLE WIND PRLSSURFA -MD- STAND ONLY ALLOWABLE WIND PRESSURES, -STD" STAND I CONTIG: A CONFIG: B CONFIG: C CONFIG: D CONTIG: A - CONFIG! B - CONFIG: C - T - - / N0. 46 49 - STAND ANCHOR TYf'E5: 1 OR 2 ANGOR TYPES: S OR 2 ANCHOR TYPE: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1, 2, 3 OR 4 ANCHOR TYPES: 1, 3.3 OR 4 ANCHOR TYPE: 1, 2. 3 OR 4 MAX. BASE ,•may,•,•• - ;MAX. BA9Ek MAX. BA15E* (W) (D) (F) HEIGHT MOMENT (M) SMEAR : U �TAV1Tf;(C� LATERAL UPLIFT LITERAL UPLIFT LATERAL UPLIFT LATERAL UPLIFT LATERAL UPLIFT LATERAL UPLIFT LATEUL UPLIFT , r W • P LOAD (PSF) LOAD (PSF) LOAD (PST) LOAD (PST) LOAD (P� LORAD iP5F7 LOAD (PIF) LOAD (PSF) LOAD (PSR) LOAD (PIF) LOAD M LOAD (FSF) LDAD (PIF) LOAD (PSF) - I i 'ti * V. ,-i NDN - 24" 24" 24" 214.4 PSF 107.2 PSF 125.1 PSF 62.5 PSF 1072 PSF 53.6 PSF 80.6 PSF 40.3 PSF 91.8 PSF 45,9 PSF 53.6 PSF 26.8 PSF 45.9 PSF 2X9 PSF 246.9 L8 -FT 241.2 LB 7 . IS ON 3D" 30' 30" 140.3 PSF 70.1 PSF 81.8 PSF 40.9 PSF 70.1 PSF 35.0 PSF 52.7 PSF 1 26.3 PSF 60.1 PSP 30.0 PSF 35.0 PSF 17,5 PSF 30.0 PSF 15.0 PSF 246.9 LB -FT 41.2 LB " • W M M.. 36- 36' 18" 98.9 PSF 49.4 PSF 57.7 PSF 28.8 PSP 49.4 PSF 24.7 PSP 37.2 PSF 18.6 PSP 42.4 PSF 21.2 P5F 24.7 PSF 1L3 PSF 21.2 PSF 10.6 PSF 246.9 LB -FT 1.2 LB<B 5;14 42" 42• 42" 73.5 PSF 36.7 PSF 42.8 PSP 21.4 PSP 36.7 PSP 18.3 PSF 27.6 PSF 13.8 PSF 31.5 PSF 15.7 PEP /////////{//J/ ////!////////1 /1//////ll//!1 /////l/ll/l// 246.9 LEFT 243.2 LB P.M. 871.4 LS - 48" 48" 48" 56.7 PSF 26.3 PSF 33.1 PSF 16.5 PSF 28.3 PSF 14.1 PSF 21.3 PSF 10.6 PSF 24.3 PSF 12.1 PSF //////J/////// Jl//////////// ////////////// /1/////1/l/!// 246.9 LB -FF 41:2 -LB 1003:2.X8., .. 930.8 LB .. aN 24' 24- 24" 157.8 PSF 78.9 PSF 92.0 PSP 46,0 PSF i 78.9 PSF 39.4 PSF 59,3 PSF 29.6 PSF 71.9 PSF 35.9 PSF 41.9 PSF 20.9 PSP 35.9 PSF 17.9 PSF 231.0 LB -FT 177.5 LU 641.0 US 637.8 LB 9 Lira a 30' 30" 30" 103.3 PSF 51.6 PSP 60.2 PSF 30.1 PSP 51.6 PSF 25.8 PSF 38.8 PSF 19.4 PSF 47.0 PSF 23.5 PSF 27.4 PSF 13.7 PSF 23.5 PSP 11.7 PSF 231.0 LB•FT 177.5 LB 687.2 LB 680.4 LB < A I 36- 36" 36" 24' T2.8 PSF 36w PSF 42.5 PSF 21.2 PSF 36.4 PSF 18.2 P5F v.3 PSF m $ SS.6 PSF 33.1 PSF 16.5 PSF / 231.01bFT . 177.5 LB 732. L�, //ll//!ll///l /////1//////l/ ///l/l///!//I/ l///lll//lll!/ 9 LB 723.6 LB .3 42" 42• 42" 51,1 PSF 27A PSF 31.5 PSF 15.7 PSF 27.0 PSF 33.5 PSF 20.3 PSF 10.1 PSF 24.6 PSF 12.3 PSF //!ll///////!l ////ll//////1/ 1/!/!l/////!/1 !///1/l/!/l1/ 231.0 LB-fT 377.5 l8 778.2 LB 787.1 LB p"N OJ TWO 48" 48" 48' 41.7 PSF 20,8 PSF 24.3 PSF 12.1 PSF 20.8 PSF 10.4 PSF l/111111/1/1/l l/l////////ll/ l//ll/1/////J/l /////J/////!// ////!//////!/l ///lll/!/l1// /J/ll/1//////! 1////ll1/Il1/ 231.0 LB -FT 377.5 LB 623.3 L 13 810.8 LB 8 -i LU 24" 24" 24' 118.6 PSF 99. PSF 3 69.2 PSF 34.6 PSF 59.3 PSF 29.6 PSP 44.6 PSF 22,3 PSF 59.2 PSF 29.6 PSF 34.5 PSF 29.6 17.2 PSF PSF 14.8 PSF 209.6 LB -FT 133.5 LB 545.0 LB 581.0 LB 3 c 30' 30" 30" 77.6 PSF 38,8 PSF 45.3 PSF 22.6 PSF 38.8 PSF 19.4 PSF 29.2 PSF 14.6 PSF 957 PSF 19.3 PSF 22.6 PSP 11.3 PSF 1//!///lll///! 111//11///1/1 209.6 11LPT 133.5 LB 579.7 LB ' 613.0 LB III � W 36• 36" 36• 30" 54.7 PSF 27.3 PSF 31.9 PSF 15.9 PSF 27.3 PSF 13.6 PSF 20,5 PSF 10.2 PSF 27.3 PSF 19.6 PSF !1/I/////1///1 1///J///l1/!/l ////1///1/1//1 !1/////1////1/ 209.6 l8•fT 133.5 L9 614.0 LB 645.4 LB O W 6L 42" 42" 42• - 40.6 PSF 20.3 PSF 23.7 PSF 11.8 PSF 20.3 PSF 10.1 PSF ////////////// //////////1// 20.3 PSF 10.1 PSF 1/!/1//1/////1 ///1////////// ///1//////1/1/ 11////l//ll//l 209.6 LS -FT 133.5 LB 648.1 LB 678.1 L6 904 O 4B' a., 48" 31.4 PSP 15.7 PRA /l!!l!/l///!1/ !/liIIJIJ/!!1 //l/J///1///J/ /!1/J//!Jl/I// l//ll/l//ll/l1 /l//l/l//l//ll ///////J/1///l1 //1////1J/ ll/ ////l/!////ll/ ///////]/////// / /l/1//l/!/!/ IJ//TUTU/lIl// 209.6 LB -PT 133.5 LB 682.0 I$ 711.0 LB 24" 24" 24" 94.6 PSF 47.3 PSF 55.2 PSF 27.6 PSF 47.3 PSF 3. 2 6 PSF 35.5 PSF 17.7 PSF SOA PSF 25.2 PSF 29.4 PSF 14.7 PSF 25.2 PSF 12.6 PSF 195.4 LB -FT 106.5 LB 485.0 LB 544.9 19 30' 30" 30" 61.9 M PSF 30.9 PSF 36. 1 PSF 18.0 PSF 30.9 PSF 15.4 PSF 23.2 PSF 11.6 PSF 33. PSF 0 16.5 PSF /!!ll///!//lll/////J//l!/ ///ll/Jl/1/ll/ //1/l//l/l1// 195.4 LB -FT 106.5 l8 512.7 l8 570.5 LB �/i nH 36" 36" 36' 36' 43.6 PSF 21.8 PSF 2T.4 PSF 12.7 PSF 21.8 PSF 10.9 PSF ///l/1//1/l//l lJ///l/l/!l/l! 23.2 PSF 11.6 PSF /!!1///ll//!/l //!///l1/1/l1/ ///lJ//l/l//// //l //!/J//1/! 195.4 LB -FI 106.5 LB 540.1 LB 5964 lB L'.'' y 42" 42" 42' 32.4 PSF 16.2 PSF`11111111111111V11111111111111/ll//l11!/ll// ///l///ll//ll /l/ll/1/lll//l 11///1/Jll1J/J /1J/1J7//1/ll// 11///!ll//ll/ l//J{//l1////l I/!/1111//1/1/ /1I/l////l///1 //llll/Iffl, 195.4 LB -FT 306.5 LB 567.2 LB 62L5 LB CC=JJ 48' 48" 48" 25.0 PSF 1X5 PSF /1//ll////1/// ll!///!////// J////J/1////// /!///!//////l /l//////////l/ /1///l//l/l// 1/JJl///!////// l//l//////!l/ 111///!Jl//ll/ //lJJ/ll1//l11 /ll1/////ll/!/ I/TUTU//l1//ll 195.4 l8•FT 106.5 LB 594.3 LB 648.7 LB Q OR a 11 1 DESIGN SCHEDULE - 36" MIN STAND DEPTH CONFIGURATIONS (HD ONLY)• • ; ROOF M OUNT APPLICATION DESIGN SCHEDULE NOTES: - LOAD TRANSFER. WFORM"TIONMRUSE "R HHOST - STRUCTURE VERDWAMOFI ONLY aC UNIT DIMENSIONS - - (w) (D) 00 . STAND ALLOWABLE WIND ML868UR8•{• •HD• STAND ONLY . CONFIG: A CONFIG: B CONFIG: C CONFIG: D ANCHOR TYPES: 1 OR 2 ANCHOR TYPE: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPE: 1 OR 2 LATERAL tTPL1FT LATERAL UPLIFT LATERAL UPLIFT LATERAL UPLIFT LAAO (PIF) LOAD (PSM LOAD (PSP) LOAD (PSF) LOAD (PSF) LOAD (PSF) LOAD (PSF) LOAD (PSF) MAX. BASE MOMENT (M) - MAX. WASE SHEAR (1) - ' MAX. BASE 'L UPLIFT m . 14AX BASE GRAVITY (C) - -r ' 24• 24" 24" - 200.0 PSF 100.0 PSF 116.7 PSF 58.3 PSF 100.0 PSF 50.0 PSF 75.2 PSF 37.6 PSF 246.9 LB -FT 225.1 LU 497.7 U9 452.2 LB 30" 30" 30" - 130.9 PSF 65.4 PSP 76A PSF 38.2 PSF 65.4 PSF 32.7 PSF 49.2 PSF 24.6 PSF 246.9 LB -FT 225.1 LB 537.5 LB 487.3 LB 36' M. 36" 18' 1 92.3 PSF 46.1 PSF 53.8 PSF 26.9 PSF 46.1 PSF 23.0 PSP 34.7 PSF 17.3 PSF 246.9 LB -FT 225.1 16 576.6 LB 523.4 LB 42" 1 4Z' 1 42" �Lj 68.6 PSF 34.3 PSP 40.0 PSF 20.0 PSF 34.3 PSF 17.1 PSF 25.7 PSF 12.6 PSF 246.9 LB -Fr 225.1 LS 615.2 ID 559.6 LB 48" 48" 48" 52.9 PSF 26.4 PSF 30.9 PSP 15.4 PSF 26.4 PSF 13.2 PSF J///////////// t11111111111111 246.9 LB -FT 225.1 LB 653.6 LB 596.4 LB 24" 24" 24" TIGHTEN TO REFUSAL - 000 (4) #UI 316 55 SHEET METAL 1576 PSF 76.8 PSF 91.9 PSF 45.9 PSP 784 PSF 39.4 PSF 59.2 PSP 29.6 PSF 246.9 LB -Fr 177.3 LB MSO LB 445.0 LB 30" 30" 30• TRUSS DISTANCE EXCLUDES ROOFING FINISHES. ,103.1 PSP 51.5 PSP 60.2 PSP 30.1 P5F 51.5 PSF 25.7 PSF 38.7 PSF 19.3 PSP 246.9 LB -FT 177.3 LB 479.4 LO 472-8 LB 36' 36• 36" Ze 72.7 PSF 36.3 PSF 42.4 PSF 2L2 PSF 363 PSF 28.1 PSF 27.3 PSF 13.6 PSF 246.9 LS -FT 177.3 LB 510.2 LB 501.1 LB 4Y 42" 42" - R 54.0 PSF 27.0 PSF 31.5 PSF 1S.7 PSF 27.0 PSF 13.S PSF 20.3 PSF 10.1 PSF 246.9 LB -FT 177.3 LS 540,7 LS 529.8 US 48" 48" Qr i 41.7 P5F 20.8 PSF 24.3 P5F 12.1 PSF 20.8 PSF 10.4 PSI, /1111111/1/l// 1111!1//1/l/// 246.9 LB -FT 177.3 LB 570.9 LB 558.6 LB 24' 24• 24- - 130.9 PSF 65.4 PSF 76.4 PSP 38.2 PSF 65.4 PSF 32.7 PSF 49.2 PEE 24.6 PSF 246.9 LB -FT 147.3 LB 4358 LB 442.5 U9 30' W. 30• - 85.7 PSF 42.8 PSP 50.0 PSF 25.0 PSF 42.8 PSF 21.4 PSF 32.2 PSF 16.1 PSF 246.9 LB+T 147.3 EE 444.9 LS 465.6 LB 36- 36" 36" 30' 60.4 PSF 30.2 PSF 35.2 PEP 17.6 PSF 30.2 PSF 15.1 PSF 22.7 PSF 11.3 PSF 246.9 LB -FT 147.3 U3 1 470.5 LB 489.1 LB 42' 1 42" I 42' 44.9 PSF 22.4 PSF 26.2 PSF 13.1 PSF 22.4 PSF 11.2 PSF l////Jl//l/1// 1111111/1!///1 246.9 LB+r 147.3 IB 495.8 L8 512.9 LB 48" 1 48" 1 48• - 34.5 PSF 17.3 PSF 20.2 PSF 10.1 PSF !!1//l///!/ll/ ///l////ll//// f!///1//!//till l/////////l/l/ 246.9 LB -FT 147.3 LB 520.9 L8 536.9 L8 24" 24" 24• 105.2 PSP 52.6 PSF 61.3 PSF 90.6 PSF 52.6 PSP 26.3 PSF 39.5 PSF 19.7 PSF 231.0 l&R 118.3 L6 379.0 LB 422.4 LB 30" 30" 30' - 68. F 8 PS 34.4 PSF 40.1 PSF 20.0 PSF 34.4 PSF 17.2 PSF 25.8 PSF 12,9 PSF 231.0 L6 -FT 118.3 LB 393.9 LB 441.0 L9 36" 36" 36" 36' 48.5 PSF 24.2 PSF 28.3 PSF 14.1 PSF 24.2 PSF 12.1 PSF ////////////// !/////1/////// 231.0 US. -Fr 118.3 LB 414.5 LB 459.9 LB 42" 42" 42" 96.0 PSF 18.0 PSF 23.0 PSF 10.5 PSF 1/l//!/Jl/Jll/ //lJIIII/I//l/ l/ll////Ill//1 /Il/l/ll//ll/l 231.0 LB -FT 118.318 434.8 LB 479.0 LB 48" 48" 48- - 27.11 PEP 13.9 PSF ////!/////11// /IRi/IfUlUJ/ 1/1/1/11////1/ //U!///1//1// Jll/1111//1/11 /Il/1!111//11 231.0 LEFT 118.3 LS 455.0 UE 498.3 F. e FRAME ASSEMBLY DETAIL e A/C UNIT TIE -DOWN DETAIL Q - 7/8• .) ROIMD TUBING ® DESIGN PROfESSIONILL.OF SEE DESIGN SCHEDULES �I, RECORD SHALL VERIFY 4 ANCHORS PER PLATE - - FOR REACTIONS PER EACH - - (SEE ANCHOR SCHt3)ULE) I 1/i- FILLET WELD FULL STRUCIRIROF HOST - POTS , ILLUSTRATED - BASEPLATE POSTN3RCUMFERENCE - y 14 TD BASE PLATE 9• ROOFING FttNrsFH M - HOST STRUCTURE PER ASSUMED BY OTHERS V - ANCHOR SCHEDULE j _ - - - - - _ _ - _ -- --- 0 3 /UNCTION DESIGN SCHEDULE NOTES: I ANCHOR DESCRIPTION TYPE STRUCT RIF - 1111 he 1.1 (4) 04"0 POWERS WEDGE -BOLT CONCRETE ANCHORS Hill - IT IS UP TO THE INSTALLER TO ENSURE THAT THE HOST STRUCTURE IS SOLID AND CREATES A FIXED CONNECTION WITH WTH 618'0 MIN. WRSHER *4W EMBEDMENT 8 7 MIN L WHEN USING MULTIPLE SIZES ON ONE STAND, UTILIZE MAXIMUM UNIT SIZE TO - - _. - " 9 CONIUM 81bT11lBIBIO IL a N a DETERMINE ALLOWABLE WIND PRESSURES FROM DESIGN SCHEDULES HEREIN, 2. REFEREICEANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREUL (4) 8189 SAE GRADE 2 GALVANIZED BOLTS W _ 87EE. SS -2480b -C N F - Y t THIS WIND SPEED IS PERMEABLE TO BE USED WITHIN BREVARD COUNTY OR SIMILAR NON4NNZ COUNTIES WITH - Ma- WOOD ONLYIM 13 APPROVED BYEORIBULDNGOFFICML - - - TABLE LEGEND: I - - AN ULTIMATE WIND VELOCITY OF 120 MPH, RISK CATEGORY U STRUCrURE - - - - - - (4) •14 SAE GRADE 5 MEET METAL SCREWS WITH ® /-L SW9 MIN WWBHER TO STRUCTURAL ASS STEEL -DENOTES VALUES NOT APPROVED FOR USE - - ttTHIS WIND SPEED 5 PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY OR SIMILAR NONFHVHZ COUNTIES - ASSEMBLY, I i® - - _ - - WITH AN ULTIMATE WIND VELOCITY OF 170 MPH, RISK CATEGORY N STRUCTURE - - 1 - //�j [ (n - DESIGN SCHEDULE TEP. EDGE ROUND TUBING 0 TYP. EDGE (4) %'0 SAE GLADE S - ANCHOR SCHEDULE FOR EACH ANCHOR. 3. ALL CONCRETE �Lj THREADED RODS WITH SUBSTRATE SHALL HAVE MINIMSM d P� s - SNS-* BASE PLA - - - -BASE PLATE - 35'0 MIN. WASHER AND COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE SUBSTRATE THICKNESS SHALL BE GREATER NON-HVHZ USE 0-N& v°°"" 41EAN0 - %.•20X)4• GALV. BOLT FULLY - 1/2• A/CUNIT IHOUSWG _ -- - - - •• ; ,10*%, BENE �: 1 08/ x/2 15 - 1 - - - TIGHTEN TO REFUSAL - 000 (4) #UI 316 55 SHEET METAL X - - _ - r r �%. .: \r ••• Com, , • �GENs q. . ,i, .•• �.) 4 CRWOOD: SEW, X-0 MIN. WASHER, - ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE - SCREWS TO 22GA (0.0317 MW _ 4 •. 0 s WE MIN. WASHER AND LOCKING NUTS, TYP. - TRUSS DISTANCE EXCLUDES ROOFING FINISHES. - CHANNEL TO pp I STEEL HOUSING PER ANGLE a u II 45X1-1/2'x14GA (0.078-) - - a - - - NL 46549 - TE • ADD (4) %' III - I * # . TUBE - 0 A36 MIN. STEEL CLIP W/ - - - - 4 0 (2) #14 316 SS SHEET , i - of , THRUBOLT,3'4 0 MIN. WASHER - - - f4" o N .�1 ZT - - PROVIDE FILLET WELD FOR FULL METAL SCREWS TO - 1/2 _ - I -BEAM. MIN (4) ANGLES - ; �a7ATE r f4, - ��,4Ati•., O R 1Qr ••• 4TH . •QQ�`•�:�' AND LOCKING NUT. UTILIZE- (2) TOPAND(2)BOTTOM,TYP. - J1 •4• '' $ In = - R - VISIBLE CIRCUMFERENCE MAX PER UNI , (1) PER CORNER r �i,4C� ». • 'A4Ai��aIVAL • M - •C' CHANNEL OF PIECE ®TO i Z Al YEPFrI1IIIII I A C m RECTANGULAR TUBING ® PlECE ®OR® - 1"BE'4M ISOLATOR PADS (BY 1.... ._.... .__......-., T S rg• ®RouND TUBING® MANUFACTURER) BEYOND. MIN.4 PER UNIT ANCHOR SCHEDULE PLATE FOOTPRINT ABOVE. UTILIZE (1) UTILIZE LOCKING NUT :6 EACH SIDE OF ALUMINUM 16 N nu a gp - FOR USE WITH WrAL 3 ON THIS SHEET ONLY ANGLE FACS SIDE OF I4gmi rR - - - e FRAME ASSEMBLY DETAIL e A/C UNIT TIE -DOWN DETAIL Q - 7/8• .) ROIMD TUBING ® DESIGN PROfESSIONILL.OF SEE DESIGN SCHEDULES �I, RECORD SHALL VERIFY 4 ANCHORS PER PLATE - - FOR REACTIONS PER EACH - - (SEE ANCHOR SCHt3)ULE) I 1/i- FILLET WELD FULL STRUCIRIROF HOST - POTS , ILLUSTRATED - BASEPLATE POSTN3RCUMFERENCE - y 14 TD BASE PLATE 9• ROOFING FttNrsFH M - HOST STRUCTURE PER ASSUMED BY OTHERS V - ANCHOR SCHEDULE j _ - - - - - _ _ - _ -- --- 0 3 /UNCTION HOST I ANCHOR DESCRIPTION TYPE STRUCT RIF - 6 rm (4) 04"0 POWERS WEDGE -BOLT CONCRETE ANCHORS 6 � If -,tT= - IT IS UP TO THE INSTALLER TO ENSURE THAT THE HOST STRUCTURE IS SOLID AND CREATES A FIXED CONNECTION WITH WTH 618'0 MIN. WRSHER *4W EMBEDMENT 8 7 MIN ID CONTE EDGE DISTANCE, INN' SPACING PER MV BABE - " 9 PLATE, 3-114• SPACING PER SO" BASEPLATE IL a N a � g (4) 8189 SAE GRADE 2 GALVANIZED BOLTS W ® 87EE. NUT& SIM MIN. WASHER. TO STRUCTURAL A31 -C N F STEEL MEMBERS MEMBERS (0.2r• MN HOST'INCKNET38) Y USE DEINILMMUMLIEFACL30 GROUND MOUNT ® WOOD ONLYIM 13 APPROVED BYEORIBULDNGOFFICML sADJACENT (SEE NOTES SLOW) POST : STABILITY (4) •14 SAE GRADE 5 MEET METAL SCREWS WITH ® sTEa SW9 MIN WWBHER TO STRUCTURAL ASS STEEL ASSEMBLY, I MEMBERS OW MAN HOST THICKNESS) Owner: NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL L­IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII32771 Scope Drawings: These drawings indicate the general scope of the project in terms of des architectural i n 9 concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. em . The drawings do not necessarily y indicate or describe all work required for full perfornance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing r,e& MECHANICAL NOTES DETAILS Issue Date Ui Jul z NR'L O al - 2§- BASE PLATE DETAIL HD5r5TR�N -� - --'- ANCHOR NOTES: OO � -1 < 6 rm 6 � If -,tT= - IT IS UP TO THE INSTALLER TO ENSURE THAT THE HOST STRUCTURE IS SOLID AND CREATES A FIXED CONNECTION WITH � 0 C NJ )I- 6 1I . � n. " 9 ; THE AC STAND IN THAT ROTATION IS STRICTLY PREVENTED. IF Owner: NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL L­IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII32771 Scope Drawings: These drawings indicate the general scope of the project in terms of des architectural i n 9 concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. em . The drawings do not necessarily y indicate or describe all work required for full perfornance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing r,e& MECHANICAL NOTES DETAILS Issue Date Drawn By BASE PLATE DETAIL HD5r5TR�N -� - --'- ANCHOR NOTES: = 3 � � -1 < 6 � If -,tT= - IT IS UP TO THE INSTALLER TO ENSURE THAT THE HOST STRUCTURE IS SOLID AND CREATES A FIXED CONNECTION WITH E 5 f u 5 I I -BEAM MUST BE ,I' ; THE AC STAND IN THAT ROTATION IS STRICTLY PREVENTED. IF IL a N a � g I.1 PARALLEL �fi 4 BASEPLATE REACTIONS 'I T}(IS IS AT ALL IN QUESTION, THE BUILDING OFFICIAL SHALL -C N F Y FOR THIS DETAIL - ,'� 6 FOR ILLUSTRATIVE PURPOSES ONLY I REQUIRE A SITE SPECIFIC EVALUATION TO ENSURE STAND i I ? .. sADJACENT POST : STABILITY z 0 g I ASSEMBLY, I : 1. ANCHORS SHALT. RE INSTALLED IN ACCORDANCE rr - - 1 - 7/8" -I WITH MANUFACTURERS RECOMMENDATIONS. - STAND DEPTH PER ROUND TUBING L ENSURE MINIMUM EDGE DISTANCE AS NOTED IN (n - DESIGN SCHEDULE TEP. EDGE ROUND TUBING 0 TYP. EDGE (4) %'0 SAE GLADE S - ANCHOR SCHEDULE FOR EACH ANCHOR. 3. ALL CONCRETE �Lj THREADED RODS WITH SUBSTRATE SHALL HAVE MINIMSM d s - SNS-* BASE PLA - - - -BASE PLATE - 35'0 MIN. WASHER AND COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE SUBSTRATE THICKNESS SHALL BE GREATER C LOCKING NUTS, TEP. THAN OR - EQUAL TO 1.SXANCHOR EMBEDMENT, INSTALL CONCRETE , - - _ _ 3 ! - 1 . - ANCHORS TO UN -CRACKED CONCRETE ONLY. _ (4) %'0 SAE GRADE 5 ADD (4) %10 LAG _ 4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN - THREADED RODS W CRWOOD: SEW, X-0 MIN. WASHER, - ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE - WE MIN. WASHER AND LOCKING NUTS, TYP. 314' MIN. EMBED, IF MIN. EDGE -S DISTANCE TRUSS DISTANCE EXCLUDES ROOFING FINISHES. - TE • ADD (4) %' MEMEEHRTING y UTILIZE LOCKING NUT EACH SIDE THRUBOLT,3'4 0 MIN. WASHER - - - f4" g� I� .�1 ZT BX R OF ALUMINUM - ANGLE ' AND LOCKING NUT. UTILIZE- (2) TOPAND(2)BOTTOM,TYP. - J1 _ (AWMA31 - R 3'x3 606 -TS s, I ANGLERTG - - COMRNUOLSAW WIU MATCH BASE PLATE • B ANGLE To MATCH BASE - T S FOOTPRWTALiOVE. PLATE FOOTPRINT ABOVE. UTILIZE (1) UTILIZE LOCKING NUT :6 EACH SIDE OF ALUMINUM 16 N mile! ANGLE FACS SIDE OF IAI L - ANGLE, TEP. - - - Ii mrBI®IGRTIS PYAGL15-2480b ,I - ANCHOR ROW, SEE SIDE 3' - VIEW FOR MORE . DETAILS. EXISTING WOOD MEMBERS (G -O.55 MINE OR% - ALTERNATE BASE PLATE SEMON A -A (SIDE -VIEW) - - A36MIN STEEL (INfERS),TYY ATTACHMENT AT WOOD/STEEL TEP. °""`B' e .ioOTHERS). 5 TRUSS M EMBERS//[�� 6 FOR USE AS AN ALTERNATE ATTACHMENT METHOD FOR ALL ANCHOR TYPES \ Q) ON DESIGN SCHEDULE TABLES. SITE SPECI77C DESIGN RECOMMENDED. v Owner: NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL L­IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII32771 Scope Drawings: These drawings indicate the general scope of the project in terms of des architectural i n 9 concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. em . The drawings do not necessarily y indicate or describe all work required for full perfornance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing r,e& MECHANICAL NOTES DETAILS Issue Date Drawn By Checked By 3/30/18 ERE ERE rILN " SSL ,11 Z: 1v �(6 0 = y 1. , _ •% 9 - ///. - r \\\\�� /1111111 Eric R. Eiermann, PE FL Reg � 76956 Drawing Number: M400 Project Number. 3761 . - . - - - 1.,.: . SANITARY FLOOR PLAN. ECT NEW 3/4"HWR CIRC PULP TO ING WATER AT EM SIZE OR LARGER :TS TO TANK. MELD Y LOCATION OF Mi. IECT NEW 1"HW TO WATER SUPPLY AS EST TO TANK SAME OR LARGER, FIELD "Y LOCATION. DOMESTIC WATER PIPING PLAN 0 SCALL- ye-f—re 8 IOwner; "U",- I Nemours ae.� NEIVIOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope Draw,ngs: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elerpents and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perlomance and completion of the r6quiremonts of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Ttle: PLUMBING PLANS !IU COORDINATION REVISION 4-18-1811 Issue Date Drawn By Chocked By 3/30/18 JLE ERE Certified,- El / ''nom. .-•'� \� FL keg # 76956 Drawing Number. EFP1 0 I==t==MJ Project Number. 17376 PLUMBING -/PIPING NOTES 1., COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, ELECTRICAL RACEWAYS AND BUILDING STRUCTURE. IF PENETRATIONS THROUGH STRUCTURAL MEMBERS ARE REQUIRED FOR PLUMBING INSTALLATIONS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION TO INSURE THAT STRUCTURAL INTEGRITY IS MAINTAINED. 2. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS,, WITHIN WALLS OR CHASES EXCEPT AS SPECIFICALLY NOTED, 3. PIPE ROUTING IS DIAGRAMMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN FIELD. 4. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FLORIDA 2014 PLUMBING CODE , APPLICABLE ADA REGULATIONS AND AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT 5, PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON—ACCESSIBLE CEILINGS, S. DRAINAGE PIPING 3" AND LARGER SHALL SLOPE NO LESS THAN 1/8" FAL. PER FOOT. PIPING LESS THAN 3" SHALL SLOPE A MINIMUM OF 1/4`' PER FOOT. 7, VERIFY INVERT ELEVATION$ AND 'EXACT LOCATIONS AND SIZES OF ALL UTILITIES WHICH ARE TO BE CONNECTED BEFORE INSTALLATION. 8, PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR MATERIALS. 9. INSTALL ISOLATION VALVES AT EACH DOMESTIC WATER BRANCH TAKEOFF AND INSTALL UNION AT EACH PIECE OF EQUIPMENT, FIXTURE AND APPLIANCE SERVICE POINT CONNECTION. 1.0. INSTALL PRESSURE REDUCING VALVES ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT, WHEN WATER PRESSURE EXCEEDS 60 PSI. 11. WASTE, TRAP AND VENT SIZES SHALL BEAN ACCORDANCE WITH APPLICABLE CODES. 12. SOIL, WASTE, AND VENT PIPING SHALL BE SCHEDULE 40 PVC. ALL MATERIALS AND INSTALLATION PRACTICES SHALL BE IN STRICT ACCORDANCE WITH THE LATEST APPLICABLE STATE AND LOCAL CODES. 13. ABOVE GROUND DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER. FITTINGS ARE NOT PERMITTED BELOW SLAB OR GRADE SANITIZE ALL PIPING SYSTEMS PER CODE. 14. SUPPORT All PIPING SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES AND WITH INDUSTRY STANDARDS FOR HANGER. AND WALL MOUNTED SUPPORT SYSTEMS, 15. ALL COPPER PIPE PENETRATIONS THROUGH CONCRETE FLOORS SHALL BE INSTALLED WITH CAST IRON SLEEVE THROUGH FLOOR. 3M FIRECAULK SPACE BETWEEN PIPE AND SLEEVE ALL. PVC PIPE PENETRATIONS THROUGH CONCRETE FLOORS SHALL BE INSTALLED WITH CAST IRON SLEEVE THROUGH FLOOR. 3M FIRECAULK SPACE BETWEEN PIPE AND SLEEVE 16. CONTRACTOR REVIEW ARCHITECTURAL SHEETS FOR LOCATIONS OF FIRE MATED WALLS, FLOORS AND CHASES. TRANSITION PVC PIPE TO CAST IRON DWV AT FIRE RATED WALL, AND FLOOR PENETRATIONS AND 3M FIRECAULK PENETRATION FROM BOTH SIDES OF WALL OR FLOOR. COPPER PIPE PENETRATIONS OF DIRE RATED WALLS SHALL BE SEALED FROM BOTH SIDES OF WALK USING 3M FIRECAULK, 11. CONTRACTOR SHALL. REUSE EXISTING PLUMBING SYSTEMS AS POSSIBLE, CAP PLUMBING SYSTEMS NOT BEING REUSED. CLEAN INTERIOR Of ALL SANITARY PIPING SYSTEMS BEING REUSED. II& INSULATE ALL HOT WATER PIPING SYSTEMS WITH MINIMUM 1" TRICK R%6.8 CLOSED CELL FOAM INSULATION. ARMAFLEX, IMCOA, OR EQUAL PLUMBING FIXTURE SCHEDULE ALL PLUMBING FIXTURES ARE BASIS OF DESIGN. SUBSTITUTIONS OF "EQUAL" EQUIPMENT MAY BE SUBMITTED FOR APPROVAL ALL PLUMBING FIXTURES TO BE WE UNLESS NOTED. REFER TO ARCHITECTURAL SHEETS FOR MOUNTING HEIGHTS OF WALL MOUNTED FIXTURES. HWC: HANDICAPPED WATER CLOSET: "AMERICAN STANDARD" 2835.128 "CADET* RIGHT HEIGHT FLOOR MOUNTED TANK TYPE VITREOUS CHINA 1,26 GALLON LOW CONSUMPTION TOILET WITH 'BEMIS" 1665—tS OPEN FRONT SEAT LESS COVER. PROVIDE ANGLE STOP AND SUPPLY. MEETS ADA GUIDELINES. HLAV: LAVATORY. 'AMERICAN STANDARD" "LUCERNE" WALL HUNG (AT HANDICAPPED HEIGHT) VITREOUS CHINA LAVATORY MODEL. 0355.012 PROVIDE COMPLETE WITH "AMERICAN STANDARD 7385.004 FAUCET WITH SINGLE LEVER HANDLE, 4" CENTERSET, GID STRAINER, CHROME PLATED CAST BRASS "P` TRAP, AND ANGLE STOPS AND SUPPLIES, INSULATE ALL DOSED PIPING PER A.D.A REQUIREMENTS. HS: SINK: "ELKAY" LRADQ151155 5 -1/2 -DEEP, f18 GAUGE, STAINLESS STEEL. TOP MOUNT 1 COMPARTMENT SINK THREE HOLE PUNCH. PROVIDE - "ZURN" Z812B4—XL WITH C WRIST BLADE HANDLE GOOSENECK FAUCET, PROVIDE H&CW SUPPLIES AND ANGLE STOPS, AND BASKET STRAINER. SK: SINK: "ELKAY' LRAD0221960, #18 GAUGE, STAINLESS STEEL TOP MOUNT 1 COMPARTMENT SINK THREE HOLE PUNCH. PROVIDE "ZURN" Z$12B4—ICL WITH 4" WRIST BLADE HANDLE GOOSENECK FAUCET, CAST BRASS P—TRAP WITH CLEANOUT PLUG, H&CW SUPPLIES AND ANGLE STOPS, AND BASKET STRAINER. TMV: THERMOSTATIC MIXING VALVE: "ZURN" ZW1070XL INSTALL AND PIPE MIXING VALVE PER CODE AND MANUFACTURERS RECOMMENDATIONS AT FIXTURE CONNECTION. SET TO 105 DEGREES, SIZE VALVE PER FIXTURE SIZE IF EXISTING EEW IS NOT IN WORKING ORDER PER, TESTING, USE FIXTURE BELOW. EEW: FAUCET MOUNTED EMERGENCY EYE WASH (BRADLEY) MODEL# STB -200% FLOOR ACCESS COVER: "ZURN" Z-1400 ROUND WITH SCORIATED NICKEL BRONZE TYPE COVER 'SUITABLE FOR OUTDOOR INSTALLATIONS. PROVIDE COVER SUITABLE FOR CARPET OR TILE INSERT FOR INDOOR INSTALLATIONS. WALL ACCESS COVER: "ZURN* Z-14$9 ROUND STAINLESS STEEL TYPE. PROVIDE AND INSTALL WATER HAMMER ARRESTOR "ZURN* MODES, Z-1700 SIZED AS REQUIRED BY THE TABLE BELOW. "INSTALL, PER MANUFACTURER'S RECOMMENDATIONS IN LOCATIONS AS RECOMMENDED BY P.Q.I. STANDARDS. P.D.I. UNITS A B C D E F FIXTURE UNITS 1-11 12-32 33-60 61-113 114-154 155-330 Owner: Nemours ARCHITECTURE 135 W. C40ral Blvd,# Suite 340 Orlando, Florida 32801 TEL; 407.363.6136 ocopy om 2016 I Project, NEIVIOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION,- 1145 RINEHART ROAD SANF'ORD, FL 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural desigo, concept, tho dimensions of the building, the major orchitectural elements and the type of str4ctural, .mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for- full perfomance and completion of the roquiremehts of the contract. On the basis of the general scope indicated or described, the Trade contractors 'shall furnish all items required for the proper execution and completion of the work, PLUMBING SCHEDULES, DETAILS & NOTES Revisions: 1Q COORDINATION REVISION 4.18-18 Issue Date Drawn By Checked By 3/30/18 JLE ERE �C��err{ti{f'led By. {���1PH S 1111.i1r�/ 951' L� L_ OF fiC0R��p' 0,3 /Bi 11116Ahn, PE FL Reg 176956 P200 17376 CONNECT NEW 2'49 TO EXISTING SANITARY SAME SIZE OR LARGER, FIELD VERIFY SIZE, FLOW AND LOCATION PRIOR TO CONSTRUCTION. 3A o liz khk 3. �, ,�'� AQUA$IAT J , 4 V N 13 3/4' V I '�. CIRC PUMP CONNECT NEW 4'HWR FROM CIRC PUMP TO EXISTING 4 ANY 3/vWATER AT EWH $AME SIZE OR LARGER CLOSEST TO TANK, Its FIELD VERIFY LOCATION.. I I ` - ----- — CONNECT NEW 1*HW TO HOT WATER SUPPLY CLOSEST TO WATER NEATER TANK SAME SIZE OR LARGER, FIELD VERIFY LOCATION. EEW' AT HS TO BE FAUCET ;MOUNTED. 3z Irsw CONNECT NEW 1"CW TO EXISTING WATER I N SAME SIZE OR LARGER, FIELD VERIFY H$ •� SIZE AND LOCATION. - �V -1q DOMES IC N i TO SCALE �l I Q � `INC Slz!j.?` ����CONNECT NEW 4"SS TO EXISTING SANITARY SAME 4 �• I SIZE OR LARGER, FIELD VERIFY I H$ `. SIZE, FLOW AND LOCATION 4'SS PRIOR. TO CONSTRUCTION. i �.1%e 4`SS r rSS CONNECT NEW 4w $S TO N$ ��'`�� EXISTING SANITARY SAME •' + SIZE OR LARGER FIELD VERIFY CONNECT NEW 2*SS TQ • EXISTING SANITARY SAFE I �' . ` SIZE, FLOW AND LOCATION SIZE OR LARGER, FIELD: VERIFY _� PRIOR TO OONSTRUCTION. SIZE, FLOW AND LOCATION PRIOR TO CONSTRUCTION. � I •� CONNECT NEW 2"VENT TO EXISTING VENT SYSTEM SAM •L I SIZE O2 LARGER, FIELD VERT Y " i SIZE AND LOCATION. Lh CONNECT NEW 2"6S TO EXISTING SANITARY SAME SIZE OR LARGER, FIELD VERIFY SIZE, FLOW AND LOCATION PRIOR TO CONSTRUCTION. "ANIT/ NOT TO SCALE 2'S$ CONNECT NEW 2"SS TO ' EXISTING SANITARY SAME CONNECT NEW 2"SS 't0 SIZE OR LARGER, FIELD VERIFY EXISTING SANITARY SAME SIZE, FLOW AND LOCATION SIZE OR LARGER, FIELD VERIFY PRIOR TO CONSTRIlICT10N. SIZE, FLOW AND LOCATION PRION TO CONSTRUCTION. RY, WASTE. & VENT ISOMETRIC go WATER PIPING ISOMETRIC mm -mm -n" Owner: Nemours ARCHITECTURE 135 W. CoAml Blvd., Suite 340 Orlando. norido 32801 TEU 407.363.136 Pro Ject;' NEMOURS CHILDREN'S PRIMARY CARE URGENT CARE EXPANSION 1145 RINEHARif ROAD SANT✓ ORD, FL 32771 scope urawings: These drawings indicate the general scope of the project in terms of orthitecturpl design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings` do not necessarily indlaote or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of tho general scope indicoted or described, the trade cor4ractors shall furoish all items required for the proper execution and completion of the work. PLUMBING ISOMETRICS Revisions: 10 COORDINATION REVISION 4-18-18 cr = Eric R, . Eiermahn, PE FL keg 176,956 Issue pate 3lwlte Drawn By .�c m[ a JLE ERE cr = Eric R, . Eiermahn, PE FL keg 176,956 . Checked By 3/30/18 JLE ERE Dr�gVving�Numbe� r P300 17376 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL WATTS LAMPS MOUNTING MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE MINIMUM BREAKER AIC 10,000 MOUNTING SURFACE LOAD DESCRIPTION BKR TRIP IPOLES 0A KVA OB OC NO. WATTS TYPE 0C BKR TRIP POLES BATTERY BACK UP EMERGENCY LIGHTING UNIT. WHITE, POLYCARBONATE HOUSING L -LIGHTING WAITING &HALL 20 1 0.9 0.8 BP SURE LITES LEMRO 12 - - - WALL 20 SHALLOW LENS LED DOWNLIGHT, 6" APERTURE. 1,800 LUMENS. 80CRI, 35001K COLOR 1.0 0.8 3 4 20 0.4 L -LIGHTING TEMPERATURE. SPECULAR CLEAR REFLECTOR. R -'VITALS L -LIGHTING REAR 20 1 ABOVE COUNTER DA HALO PD618-ED010-PDM6-835-64VC 30 - 30 LID RECESSED F, -SHOW WINDOW O'W OWNER ENGINEER APPROVED EQUAL 1 1.0 0.4 FLOOR MOUNTED QUADRAPLEX RECEPTACLE 7 8 0.8 1 1 2'X4' LED TROFFER. ACRYLIC DIFFUSER. 4800 LUMENS. 35007K COLOR TEMP. 213 1 R-HREAKROOM REFRiG L -SIGN 20 1 FA METALUX 24CZ-LD5-45-UNV-L835-CD1 37 - - LED RECESSED R-BREAKROOM OWNER/ ENGINEER APPROVED EQUAL 20 1 0.6 ill 12 20 2'X4' LED TROFFER. ACRYLIC DIFFUSER. 4800 LUMENS. 35001K COLOR TEMP. WITH 0.8 20 1 R -RECEPTIONIST R -LAB 20 FA EMERGENCY BATTERY BACKUP. 37 - - LED RECESSED EM METALUX 24CZ-LD5-45-UNV-L835-CD1 (EL14W) R -VITALS 20 1 0.4 0.0 15 16 OWNER/ ENGINEER APPROVED EQUAL 0.8 SPACE ONLY 20 1 R -IT ROOM SPARE 20 2'X2' LED TROFFER. ACRYLIC DIFFUSER. 2800 LUMENS. 3500K COLOR TEMP. 0.6 17 18 - 1 FB METALUX 22CZ-LD5-30-UNV-L835-CD1 30 - - LED RECESSED OWNER/ ENGINEER APPROVED EQUAL 0.8 1 SPACE ONLY 20 1 i R -IT ROOM R. -EXAM 2 48" LED UNDER COUNTER TASK LIGHTING FIXTURE. WHITE FINISH. 30001( COLOR TEMP. 1 1.0 0.0 21 22 - UC HALO 48 -D -9-30-P 30 - - LED RECESSED 1 OWNER/ ENGINEER APPROVED EQUAL 23 24 - 2.25 30 2 O -"TATER HEATER R -WATER . "dTAIN EDGE -LIT LED EXIT FIXTURE, GREEN LETTERS. BRUSHED ALUMINUM HOUSING. SEALED 1 0.4 25 261 0.0 125 26 2.25 X1 NICKEL CADMIUM BATTERY. ARROWS AS INDICATED ON DRAWINGS. SINGLE FACE. 10 - - LED UNIVERSAL 0. SURE LITES EUS -7-1-G 127 28 SMOKE DETECTOR IN DUCT - 'R' INDICATES 'S' 0.0 - - 1 1. ALL FIXTURES 120 VOLT UNLESS OTHERWISE NOTED. NOTES: 2. FINAL FIXTURE FINISHES SHALL BE SELECTED DURING SUBMITTAL PROCESS BY ARCHITECT/ENGINEER FROM EXTENDED STANDARD COLOR CHART FOR EACH FIXTURE. EXISTING PANEL. MODIFIED LOADS INDICATED IN BOLD TEXT. PANEL J LOCATION BACK WALL Drawn By SERVICE RATING 120/208V -3e -4w 200A M.L.O. 120/208V -30-4W 200A M.L.O. DDA MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE MINIMUM BREAKER AIC 10,000 MOUNTING SURFACE LOAD DESCRIPTION BKR TRIP IPOLES 0A KVA OB OC CKT. N0. OA KVA OB 0C BKR TRIP POLES LOAD DESCRIPTION L -LIGHTING WAITING &HALL 20 1 0.9 0.8 1 2 0.8 1 L -LIGHTING 20 It R-BREAKROO' L-LIGH ZING EXAM ROOMS 20 1 1.0 0.8 3 4 20 0.4 L -LIGHTING 20 1 R -'VITALS L -LIGHTING REAR 20 1 ABOVE COUNTER 0.4 5 6 20 1 0.8 20 1 R-BREAKROOM F, -SHOW WINDOW O'W 20 1 1.0 0.4 FLOOR MOUNTED QUADRAPLEX RECEPTACLE 7 8 0.8 1 1 SPARE 213 1 R-HREAKROOM REFRiG L -SIGN 20 1 1.2 0.4 19 10 1 0.8 0-0 SITE LIGHT FIXTURE 1 20 1 R-BREAKROOM _R -HALLWAY RE.0 EFTS 20 1 0.6 ill 12 20 1 1 ISPARE 0.8 20 1 R -RECEPTIONIST R -LAB 20 1 0.8 0.4 11314 0.8 1 1 SPARE 20 i R-RECEFTIOPiST R -VITALS 20 1 0.4 0.0 15 16 - 0.8 SPACE ONLY 20 1 R -IT ROOM SPARE 20 1 0.6 17 18 - 1 0.8 10 1 R-RECEPTS R EXAM 1 20 1 1.0 0.0 19 20 0.8 1 SPACE ONLY 20 1 i R -IT ROOM R. -EXAM 2 20 1 1.0 0.0 21 22 - 0.8 SPACE ONLY 20 i R -JANITOR CLOSET P, EXAM 3 20 1 1 1.G 23 24 - 2.25 30 2 O -"TATER HEATER R -WATER . "dTAIN 2! 1 0.4 25 261 0.0 125 26 2.25 30 3 - - O -- R -LAUD REFkIG 21-1 1 0. 127 28 SMOKE DETECTOR IN DUCT - 'R' INDICATES 'S' 0.0 - - 1 SPACE ONLY R -BREAK AREA 20 129 29 301 AT AMP TRIP 30 0.0 - 0.6 15 1 R-RECEPT R -, J:. L ON '1. c:. 10 1 .V, 31 32 0.8 31 32 0.4 15 2 2i; 1 R -TV '�:'AITi O AREA R-NUPSE ST'ATh)'N 20 1 t:!.; 33 34 1 0.8 - 20 1 R -REI EFTIOtJiST R AB 2i3 1 35,36 0.8 35 36 1 - 0.8 20 1 R -NEW N OUTLETS IN EXAMS M -EXISTING R11.1 60 3 4-0 37138, 9.0 37 384.0 150 2 60 3 M-EXISTING/RECIRCUITED RTU M_ - - 4.0 Q SPEAKER (BY OTHERS) 39 40 4.0 - - - M- M_ - - 411421 4.0 41 421 0.0 - 4.0 - - M_ TOTALS 3.4 4.6 8.9 9.2 8.2 >< 9.9 7.6 10.1 VOLTAGE DROP CALCULATIONS HAVE BEEN SERVES SERVES CONN. LOAD - KVA CONN. LOAD - KVA D.F. CALL. DEMAND - KVA NOTES: - LIGHTING 3.50 1.25 4.38 RECEPTACLES - 1ST 10 KVA 10.00 1.0 10.00 RECEPTACLES - ABOVE 10 KVA 11.20 0.50 5.60 MECHANICAL 24.00 1.00 24.00 EQUIPMENT 0.00 1.0 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.60 1.0 0.60 OTHER 4.50 1.0 4.50 TOTALS 34.60 1 53.80 34.10 49.08 CALCULATED AMPS:95 CALCULATED AMPS: 136 REPLACEMENT PANEL, CHANGED TO ACCOMODATE 150/2 X-RAY BREAKER), RENOVATION PROJECT MOFIDIFIED LOADS IN BOLD TEXT. PANEL K LOCATION BACK WALL Drawn By SERVICE RATING 120/208V -3e -4w 200A M.L.O. DDA DDA MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA TRIP POLES , OA OB oC CKT. NO. OA KVA 0B OC BKR TRIP POLES LOAD DESCRIPTION R -CHECK OUT 20 1 0.6 COUNTER DUPLEX RECEPTACLE t 12 0.8 DUPLEX DUPLEX RECEPTACLE, HALF SWITCHED 20 1 L -LIGHTING R -TEAM WORK 20 1 1.0 O CEILING FIXTURE 3 4 0.8 O CEILING FIXTURE, WALL WASHER 20 1 L -LIGHTING R -EXAM 4 20 1 1.2 5 6 ABOVE COUNTER 0.2 20 1 R-RO ')F RECEFTS R -EXAM 5 20 1 1.2 7 81 0.4 FLOOR MOUNTED QUADRAPLEX RECEPTACLE 20 1 1 SPARE R -EXAM 6 20 1 1.2 0' DISCONNECT SWITCH 9 101 0.4 ® MOTOR STARTER 30 1 1 ISPARE 0-0 SITE LIGHT FIXTURE R -LAB, VITALS 20 1 0.8 11 121 0.4 20 1 1 ISPARE R -LAB REF'S 20 1 0.8 13.141 0.4 20 1 1 SPARE R -LAB COUNTER 20 1 1.2 15 161 0.0 - 1 SPACE ONLY R-PROCEEDURE 20 1 0.8 17 181 CONTROLLED FIXTURE. 0.0 - 1 SPACE ONLY R-PROCEEDURE 20 1 0.8 S3 SWITCH, 3 -WAY 19 201 0.0 $, SWITCH, 4 -WAY - 1 SPACE ONLY R-PROCEEDURE 20 1 1.2 21 221 1 0.0 - 1 SPACE ONLY R -XRAY CONTROL 20 1 0.8 23 241 1 120/208V PANELBOARD 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 s 120/208V PANELBOARD, RECESSED 25 261 0.0 HH 135' HEAT DETECTOR. J 277/480V PANELBOARD, RECESSED 30 3 0 -SURGE PROTECTIVE DEVICE SPACE ONLY - 1 0.0 ©D SMOKE DETECTOR TO FACP 27 281 0.0 SMOKE DETECTOR IN DUCT - 'R' INDICATES 'S' - - 0 - SPACE ONLY - 1 0.0 29 301 AT AMP TRIP 0.0 - - 0 - SPACE ONLY - 1 0.0 31 32 0.8 EF EXHAUST FAN 15 2 M -DUCTLESS SPLIT UNIT SPACE ONLY - 1 0.0 ENAi ELECTRIC WATER HEATER 33 34 0.8 FACP FIRE ALARM CONTROL PANEL - - M- SPACE ONLY - 1 0.0 35,36 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 1 37138, 9.0 150 2 0 -XRAY SYSTEM SPACE ONLY - 1 0.0 391401 Q SPEAKER (BY OTHERS) 9.0 - - 0 - SPACE ONLY - 1 0.0 411421 RC; ROOM CONTROLLER SYSTEM. REFER TO KEYNOTE FOR MORE 0.0 - 1 SPACE ONLY TOTALS 3.4 4.6 3.6 WP WEATHERPROOF ENCLOSURE 11.4 11.0 0.6 TR TAMPER RESISTANT RECEPTACLE VOLTAGE DROP CALCULATIONS HAVE BEEN SERVES - - - - - - - - - - - - - - DCDCADUM IAI Ar'Pn DnAAIr+C wlTu n nnln♦ CONN. LOAD - KVA D.F. CALL. DEMAND - KVA NOTES: LIGHTING 1.60 1.25 2.00 RECEPTACLES - 1ST 10 KVA 10.00 1.0 10.00 RECEPTACLES - ABOVE 10 KVA 1.80 0.50 0.90 MECHANICAL 1.60 1.00 1.60 EQUIPMENT 0.00 1.0 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 1.60 1.0 1.60 OTHER 18.00 1.0 18.00 TOTALS 34.60 34.10 1 CALCULATED AMPS:95 ELECTRICAL NOTES: (NOTE: NOT ALL SYMBOLS SHOWN ON LEGEND ARE ELECTRICAL SYMBOL LEGEND' NECESSARILY USED ON FLOOR PLANS) - Protect NEMOURS CHILDREN'S PRIMARY CARE' URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope Dreftc These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawlhp Me: -- ELECTRICAL NOTES & SYMBOLS - Rerlelom Q1 4-26-18 PERMIT COMMENTS haus Date Drawn By SYMBOL DESCRIPTION SYMBOL DESCRIPTION DDA DDA •----� STRIP TYPE FIXTURE e- SIMPLEX RECEPTACLE D 1'x4' FLUORESCENT/LED FIXTURE DUPLEX RECEPTACLE E 2'x2' FLUORESCENT/LED FIXTURE QUADRAPLEX RECEPTACLE 2'x4' FLUORESCENT/LED FIXTURE COUNTER DUPLEX RECEPTACLE DUPLEX DUPLEX RECEPTACLE, HALF SWITCHED O CEILING FIXTURE ® SPECIAL PURPOSE RECEPTACLE O CEILING FIXTURE, WALL WASHER DUPLEX RECEPTACLE, GROUND FAULT EMERGENCY LIGHT FIXTURE DUPLEX RECEPTACLE, GROUND FAULT, ® CEILING LOCATED EXIT LIGHT ABOVE COUNTER CEILING LOCATED EXIT LIGHT CEILING MOUNTED RECEPTACLE EXIT SIGN ARROW (SINGLE) 0 FLOOR MOUNTED DUPLEX RECEPTACLE EXIT SIGN ARROW (DOUBLE) FLOOR MOUNTED QUADRAPLEX RECEPTACLE Oi WALL MOUNTED FIXTURE 01 ROOD 0' DISCONNECT SWITCH LIGHT FIXTURE ® MOTOR STARTER 0-0 SITE LIGHT FIXTURE JO JUNCTION BOX 0-•0-0 SITE LIGHT FIXTURE BOLLARD OR PENDANT LIGHT FIXTURE PC PHOTOCELL 0� TRACK LIGHTING os OCCUPANCY SENSOR SP OCCUPANCY SENSOR SWITCHPACK' SWITCHES ST SHUNT TRIP ❑ $ SWITCH, MOUNTING HT. +48" TO BOTTOM $° SWITCH, SUBSCRIPT LETTER INDICATES TC TIMECLOCK CONTROLLED FIXTURE. LB LOCKBOX $2 SWITCH, 2 POLE S3 SWITCH, 3 -WAY TAMPER SWITCH $, SWITCH, 4 -WAY FFi] WATER ROW SWITCH $T SWITCH - TIMER $F SWITCH - FAN/LIGHT '0' MOTOR $o SWITCH - DIMMER ® TELEPHONE TERMINAL BOARD $OS SWITCH - OCCUPANCY SENSOR ® 277/480V PANELBOARD $P SNATCH - PILOT LIGHT 120/208V PANELBOARD SYMBOL DESCRIPTION o SYSTEMS CABINET/PANEL ® FIRE ALARM CONTROL PANEL s 120/208V PANELBOARD, RECESSED HH 135' HEAT DETECTOR. J 277/480V PANELBOARD, RECESSED p FIREMAN'S VOICE EVACUATION MICROPHONE a SYSTEMS CABINET/PANEI, RECESSED ©D SMOKE DETECTOR TO FACP ABBREVIATIONS SMOKE DETECTOR IN DUCT - 'R' INDICATES 'S' A; AMP . AMPERE RETURN; INDICATES SUPPLY AF AMP FRAME - REMOTE INDICATOR AT AMP TRIP FIRE ALARM VISUAL DEVICE, WALL MOUNTED ® AFF HEIGHT ABOVE FINISHED FLOOR 80"A.F.F. TO BOTTOM AHU AIR HANDLING UNIT © MANUAL FIRE ALARM PULL STATION EF EXHAUST FAN p© FIRE ALARM COMBINATION AUDIBLE/VISUAL DEVICE (75 EWC ELECTRIC WATER COOLER ..CANDELA, MIN.), WALL MOUNTED 080"AFF, TO BOTTOM. ENAi ELECTRIC WATER HEATER FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED ® FACP FIRE ALARM CONTROL PANEL 80" AFF, TO BOTTOM FAAP FIRE ALARM ANNUNCIATOR PANEL D TELEPHONE/DATA G. GFCI GROUND FAULT CIRCUIT INTERRUPTER GCO GENERAL CONVENIENCE OUTLET T❑ POINT OF SALE TERMINAL PROVIDE OUTLET BOX WITH IG ISOLATED GROUND 3/4" CONDUIT. TELEVISION OUTLET, MOUNTED ® 72" : © NF NON-FUSED A.F.F. TO CENTER NL NITE-LIGHT, NON -SWITCHED FIXTURE Q SPEAKER (BY OTHERS) P POLEPH PHASE - pa VIDEO CAMERA - SEE ELEC. COMMUNICATION PLAN DWGS. SP SURGE PROTECTION RC; ROOM CONTROLLER SYSTEM. REFER TO KEYNOTE FOR MORE VA VOLT. AMPERE WATTAGE ) INFORMATION. W WALL MOUNTED. LB LOCKBOX WP WEATHERPROOF ENCLOSURE TR TAMPER RESISTANT RECEPTACLE VOLTAGE DROP CALCULATIONS HAVE BEEN - - - - - - - - - - - - - - DCDCADUM IAI Ar'Pn DnAAIr+C wlTu n nnln♦ - -. - Protect NEMOURS CHILDREN'S PRIMARY CARE' URGENT CARE EXPANSION 1145 RINEHART ROAD SANFORD, FL 32771 Scope Dreftc These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawlhp Me: -- ELECTRICAL NOTES & SYMBOLS - Rerlelom Q1 4-26-18 PERMIT COMMENTS haus Date Drawn By Checked By 3/30/18 DDA DDA CervW By: j�p3Va N r --.R I N G 4'.i65Q 3,tAL RIVERDRWSZ " ND(;FL. 328 8 �� h0q: W7)27�*3 4' - e d*ius n Darius D�Adarns P E.; FL PE Nd; 53236%' 1 Drawhg Nunber EUU Protect Number: 17376 j ' l WW ;i I 1C 1. W 17 �'� El FA FA FA FA FA FA EM �, EM DEb1 86" WAffliNIG UTILIZE EXISTING CIRCUITING AND 1 - CONTROL IN WAITING ROOM. 1 DEM - I REL IN 1 � Li iff 48- FfT FA 42* 3 1 �j i- f III r 11 RECEPTION n ( C}'ECK-Oi;T ; 1t ( RE.,EPTIOI�d �,,, t r?a t +4 C ECR: -OUT EXAl ; ir.:4 ,.� ' CHECK -OU ( j �- r ` F/��u_� I EXAM 4 • t 2cA �� ��%' I EM ( 86 J , I — SHRUADER ' TYPICAL 1 1' } 1 - - --- - - K-5 i �1 FA i+ OS ! ( UC i `� 1 1 K-7 , tri�iiETEFi 38 sF`rall i N 1 TEA'S --J i I tJ,A; _ \�—.. — \ ('• tp2pUST. 1-ri� 1 �— �; WORK AREA I I H ;ELa�a}' r s u.% � TEt?h4-- J i� EXAM —1! I ( , I s L"Of1K. AREA u� ;x,• 11 �r,� it L ( _ _ i - - - - _ - CkA"� .i - _ 2 _ .) HAI Lv HY- I125. x _ 7 ! FA tr---� : I 1/� reE.w 1 t - �86" ' UC--_.\ STORAGE 11 l Y.• 86 riEw 7Ti1 -r 11 I / 38 f j STORAGE.if 17-1 Ln 48" 42"! i 1 I I I II 1 I! t L;� 1 lo _ IVITALS I _........ --- ; r- 1 - - t !:Z_-.� I Ii4l 3- - - � � �j I 38 VITALS 4 A FA } v ; K-9 K-3 :1 p 0- E TOILETscu< ; IRT. TOILET EX..':t. h I ? I CONNECT TO EXISTING LIGHTIN . i EXAM 6 EXISTING I 122. FA T:n•i��Tt.F RTU I 1 I I( j f t i i I U I [122 86" • °TACIu "fER' i FA ( �(! .� l—J j i ( 11 i 36 ILI -i I I I 4 1 Gt 'k VITALS i .._ _ .:;.r—_._..l VITALS t 2.51:, { - - � - - - _ - �1 'w + �. C i it - =,=� •__� l 2 f .j 48" 4( 2 i — T ( 123a J-38:40:42 _ a DEM ,. LL ' � HSI}1Y )� II C ME. UC OS I U 1: E 1 (its .. !� I !1 F ( REF — — — — — — — — TEAM � — — —TEAM — — _. n `'� - - FE' •- Ey VICHE- -=A .— T-- r-.._.._... ; WORK K RL 42 u FEF FF_ ; la.' _ — — -- _ --- — WORK AREA 02 TANK � I 1 r_� ; I � UPWAS{i � i FA FA FA I FA' ` ? I CLE44 c2 TA'iK _� , DS EM I I I K-11 — -- I K-13 CEILING MOUNT tt--21 A I � T-.: fF I � ( 1 �----� DATA FOR WIRELESS - K -2 t i ( S TO!' E j L ACCESS POINT. oFTr o , I _ - - n _ - - -1JG 4 :r<:EF ` -UG- c,�C.REF 42` ` 2� 54` 4' ...42'2• . K 15 _ ' _ ` r i .... W -�.......... :-- 1 1 1 if - _ _ - } o , ) •;u _ _ _ I _ - I r— t FA - --- EXIST. Ex'LM? o rt rt r, i ., EXIST EXAM cFE DA . D HAL}.`WA EXI�TI}iC _ , [17�n I o FA E t1oA LT. CLOS'=T/STC i' � � =1 41 ,R' L�"iAY � EXI {�.{f�T �K-19 � i t t a i I.T. C! OSEf, S{ G { . it FAr .�..._yi�--�t?tA 86 M'EM 1 FA ;I , _ .i 1 I f ( 120A -- — 1 1 \ ! HAI LWAY' I DA ; E _ -- 4 ROCEDURE 1 -- __- 1 1 K-21 / I i2oA I 1 i PROCEDURE {_ 118A : -- i !EXIST. I EXIST : C LJAI ExiST, EXAM 3 11 3A 42 42 — — ; ; t t: - i �� 1J r• EXT FXAPv1 LTJ; 2 i EEO t -32 34 TV Q , ; K , DA DA DA 1 I 86 J ; ii 2 -POLE WEATHERPROOF SNAP DSI -t SWITCH FOR SAFETY DISCONNECT I - DSO Li �. J OF ROOF COND. UNIT. L ON ROOF I ---- --- -- REF. — RADII — ' 1 ILA I 1 % K 38:40 ''H r i I j "a � � REF i DA FA �DA FA r t t E.. _ ;+ DEVICE LEGEND:---'-- vr' jl ! — — EM { PROVIDEr � ( REFER TO GE -WALKER DRAWINGS - ETR • • 'v: ,r. N1< . STAFF LOUNDEM - DEMO EXI 11N 150 AMP, 2 -POLE FLUSH -MOUNT ! - . — P�'O IDF.R EXISTING PNL J A P ETR 3 _ - ( t ., —; �_--ter 1;,AI ETR -EXISTING 0 R MAI ENCLOSED BRKR FOR X -RA !I I1 OR X -RAY -EQUIPMENT ---^ V,; { ;LA E� SIAIF L' PARE BRKR IL.. li { ?; OCA116N/ WIRING/ CO ECTIONS 1 REP -REPLACE SYSTEM POWER: , i 15.a r DEVICE LEGEND: C NTRt. L REL - RELOCATE -�CONTROL " I + t.. ! DEM - DEMO EXISTING I t t 1a. , ; } _. _ - -- . ; 4 1 0, GND, 2"C ,. t ETR EXISTING TO REMAIN { NEW -NEW DEEM E ) / {• C T.a ! REP -REPLACE REL - RELOCATE It {141 IJFW — AIFW (1FUICF Ime Date Drawn By Chocked By 3/30/18 DDA DDA '