Loading...
HomeMy WebLinkAbout6860-6862 Medical View LnFOR CONSTRUCTION ISSUE DATE: 01.24.2022 PREMIER COMMUNITY HEALTHCARE MEDICAL CLINIC 6860/6862 MEDICAL LANE, ZEPHYRHILLS, FL 1'.-.33542 Owner Premier Community Healthcare 6860/6862 Medical Lane Zephyrhills, FL 33542 Architect SPRING ENGINEERING, INC. 3014 U.S. Highway 19 Holiday, Florida 34691 Phone: (727) 938-1516 E-mail: sei@springengineeringinc.com VICINITY MAP NOT TO SCALE innovation WaterGrr. _ Taylor Morrison V a b Z tip, P R O J E C T S I T E Citrus Hill RV Reso Many Mansions RV Resort / Richland i 19Waters Edge RV Resort Fresh Country Cafe _ Plaza Mexico Zephyrhiils Restaurant Bar & Grill'® North Eil-d 91A R � n 0 a = Zephyrhills Zephyrhills West ® _ a � C Ara � a q m Pasadena Hills C_; itl 1 <v HMv C. Rd ■ ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES ■ ■ Grace Church of the© TAMPA Hi Assemblies of God HL` Kathleen Materials 9 Lm(oe H!"/Sl i :lg?h P.2 ofhe PREMIER Community YOUR HEALTH. OUR MISSION. YEARS DELIVERING INNOVATIVE Arr.hitp_r.bjrp_ • Fnninp-p-rinn • Land Phnninn nFsir_N NATI11NWIf1F rn 0 T 00 CV CV O CV CV T REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES 3 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY 0 IING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED. 'IED. PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE )JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST Z''. 0: ICE (-) U) W 0 W Q. 0 W (r V�Q U) r. LLJ J M W Q L i W cc U Z w, W FE Q� J� J — w U <: � Q w_ N LU�L) Z � 00 = LV c0 o� I 00I a� a U 2 . L) C �U U o� L) P C a = � w ►• > CONTRACT DATE: W W r` o o W Zp 1 Y Zp as a ZZ O ¢Z Z W (-I jC W W W Z CY)CIM W U J 06 In O O �(D �.= Z 0 a LL J r • 00 O r CN WW • J LL Q Cl) WWJ • 0 V � (I) _ 4r'wo/t U � QCY) COVER SHEET DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. AOOO ►F_ N T CO 00 N N O N N T ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR A.P. ACCESS PANEL A.C.P. ACOUSTICAL CEILING PANEL ADD. ADDENDUM ALT. ALTERNATE AL. ALUMINUM A.B. ANCHOR BOLT ANOD. ANODIZED ARCH. ARCHITECTURAL A.D. AREA DRAIN B.U. ROD BACK-UP ROD BSMT. BASEMENT BM. BEAM B.M. BENCH MARK BLKG. BLOCKING BD. BOARD BOT. BOTTOM BLDG. BUILDING B.L. BUILDING LINE B.U.R. BUILT-UP ROOF B.G. BUTT GLAZING BUMPER GUARD C.I.P. CAST IN PLACE CLG. CEILING CEM. CEMENT CTR. CENTER C.L. CENTER LINE CER. CERAMIC C.T. CERAMIC TILE COL. COLUMN C.R. COLD ROLLED C. COMPACT PARKING SPACE COMM. COMMUNICATIONS CONC. CONCRETE C.M.U. CONCRETE MASONRY UNIT CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR C.J. CONTROL JOINT COORD. COORDINATE C.G. CORNER GUARD DECOR. DECORATIVE DET. DETAIL DIA. DIAMETER DIM. DIMENSION D.S. DOWN SPOUT DRG. DRAWING DN. DOWN GENERAL NOTES EA. EACH LG. LONG R. RISER E.W. EACH WAY LOC. LOCATION RAD. RADIUS ELEC. ELECTRIC LLH. LONG LEG HORIZONTAL R.D. ROOF DRAIN E.W.C. ELECTRIC WATER COOLER LLV. LONG LEG VERTICAL RM. ROOM EL. ELEVATION L.P. LOW POINT R.O. ROUGH OPENING ELEV. ELEVATION MFR. MANUFACTURER RW. RED WOOD EQ. EQUAL MAS. MASONRY S.A.B. SOUND ATTENUATION BLANKET EQUIPMENT M.O. MASONRY OPENING SCHED. SCHEDULE EXIST. EXISTING MAX. MAXIMUM SECT. SECTION E.J. EXPANSION JOINT M.E.P. MECH./ELEC./PLUMB. SHT. SHEET EXT. EXTERIOR MECH. MECHANICAL SIM. SIMILAR FIN. FINISH M.D.F. MEDIUM DENSITY FIBERBOARD S.O.G. SLAB ON GRADE F.F. FINISH FLOOR MTL. METAL STC. SOUND TRANSMISSION COEFFICIENT F.E.C. FIRE EXTINGUISHER CABINET MIN. MINIMUM SPEC. SPECIFICATION F.H.C. FIRE HOSE CABINET MISC. MISCELLANEOUS SQ. SQUARE F.V.C. FIRE VALVE CABINET MOD. MODIFIED S.F.E.C. SURFACE MTD. FIRE EXT. CAB. FLASH. FLASHING M.B. MODIFIED BITUMEN S.S. STAINLESS STEEL FLR. FLOOR M.S.L. MEAN SEA LEVEL S.P. STAND PIPE F.D. FLOOR DRAIN N.A. NOT AVAILABLE STD. STANDARD FT. FOOT N/A NOT APPLICABLE STL. STEEL F.R.P. FIRE RESISTANT PANELS N.I.C. NOT IN CONTRACT STRUC. STRUCTURAL F.V. FIELD VERIFY N.T.S. NOT TO SCALE S.O. STRUCTURAL OPENING GALV. GALVANIZED O.C. ON CENTER SYS. SYSTEM G.I. GALVANIZED IRON OPNG. OPENING THK. THICK G.L. GRID LINE OPP. OPPOSITE T.&G. TONGUE & GROOVE GA. GAUGE O.H. OPPOSITE HAND T.C. TOP OF CURB GEN. GENERAL O.H. OVER HEAD T.O.P. TOP OF PARAPET GL. GLASS O.D. OUTSIDE DIAMETER T.O.S. TOP OF SLAB GYP. BD. GYPSUM BOARD OVERFLOW DRAIN T.W. TOP OF WALL HDBD. HARDBOARD O.A. OVER ALL T.S. TRANSITION STRIP HDW. HARDWARE PTD. PAINTED T. TREAD HDWD. HARDWOOD PR. PAIR TYP. TYPICAL H. HEIGHT P.LAM. PLASTIC LAMINATE U.N.O. UNLESS NOTED OTHERWISE HT. HEIGHT PREFAB. PREFABRICATED U.O.D. UNDERSIDE OF DECK H.P. HIGH POINT P.R.T.D. PRESSURE TREATED U.O.R. UNDERSIDE OF RAMP H.M. HOLLOW METAL P.L. PROPERTY LINE V.GR. "V"-GROOVE HOR. HORIZONTAL PLUMB. PLUMBING VERT. VERTICAL H.B. HOSE BIB PLYWD. PLYWOOD VEST. VESTIBULE HR. HOUR PT. POINT V.W.C. VINYL WALL COVERING I.D. INSIDE DIAMETER POL. POLISHED V.C.T. VINYL COMPOSITION TILE INSUL. INSULATION P.C. PRECAST CONCRETE W.S.C.T. WAINSCOT INT. INTERIOR PORTLAND CEMENT W.P. WATERPROOF (ING) J.T. JOINT RECP. RECEPTACLE WP• WORK POINT K.P. KICK PLATE R.F.E.C. RECESSED FIRE EXT. CABINET W.W.M. WELDED WIRE MESH KO. KNOCK -OUT R.F.V.C. RECESSED FIRE VALVE CABINET W.F. WIDE FLANGE LAV. LAVATORY R.C.P. REFLECTED CEILING PLAN W/ WITH LT. LIGHT REF. REFER OR REFERENCE W/O WITHOUT REINF. REINFORCING WD• WOOD REQ'D REQUIRED W.W.F. WELDED WIRE FABRIC 1. THESE PLANS HAVE BEEN PREPARED TO LIMIT, CONVEY, EXPLAIN, AND DEFINE CONDITIONS AND SPECIFIED REQUIREMENTS, PIPE SIZES, AND MANNER OF ERECTING WORK. THE CONTRACTOR SHALL REALIZE THAT THE DRAWINGS COULD NOT DELVE INTO EVERY STEP, SEQUENCE, OR OPERATION NECESSARY FOR THE COMPLETION OF THE PROJECT WITHOUT DRAWING ON THE CONTRACTOR'S INGENUITY OR EXPERIENCE, THEREFORE IT IS A MANDATORY REQUIREMENT OF THIS PROJECT THAT THE PLUMBING, MECH. & ELEC. SUBCONTRACTOR VISIT THE SITE PRIOR TO BIDDING, TO THOROUGHLY FAMILIARIZE THEMSELVES W/THE EXISTING CONDITIONS AND THE PROPOSED IMPROVEMENTS. NO REQUEST FOR CHANGE IN CONTRACT PRICE WILL BE CONSIDERED FOR WORK REQUIRED THAT COULD HAVE BEEN DETERMINED BY A THOROUGH INSPECTION OF THE WORK AREA AND PROPOSED IMPROVEMENTS. 2. OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS OR THE DETAILS OF WORK WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MISDESCRIBED DETAILS OF THE WORK. ALL WORK SHALL BE PERFORMED AS FULLY AND CORRECTLY AS SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED HIM IMMEDIATELY UPON THEIR RECEIPT, AND SHALL PROMPTLY NOTIFY SPRING ENGINEERING, INC. OF ANY DISCREPANCIES. THE CONTRACTOR SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES BEFORE LAYING OUT THE WORK, AND WILL BE RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY. 4. SUBCONTRACTORS BIDDING THIS PROJECT SHOULD CAREFULLY REVIEW ALL PAGES OF THE PLANS. ITEMS UNDER THEIR SUB -TRADE MAY BE DENOTED ON SHEETS OTHER THAN THOSE SPECIFICALLY MARKED M, E OR P. GENERAL CONTRACTOR SHOULD INSURE THAT SUBCONTRACTORS REVIEW COMPLETE SETS OF DRAWINGS. 5. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE/COMPLIANCE WITH THE LOCAL, STATE, FEDERAL CODES AND ORDINANCES. 7. THESE CONSTRUCTION DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SPRING ENGINEERING, INC. ANY REPRODUCTION, MODIFICATION, DISCLOSURE AND/OR USE OF THESE MATERIALS (OR ANY PORTION OF THEM) WITHOUT SEI, INC.'S PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. 8. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE SITE, REVIEW THE CONTRACT DOCUMENTS, PERMIT REQUIREMENTS AND BECOME THOROUGHLY FAMILIAR WITH THE CONDITIONS OF THIS SITE. g. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS: 1.) TRANSITION STRIPS WHERE ALL DISSIMILAR FLOOR FINISHES MEET. 2.) BLOCKING FOR ALL ITEMS TO BE ANCHORED OR SECURED TO WALLS, FLOORS AND CEILINGS. 3.) CONCEAL ALL PIPING IN WALLS, FLOORS, ABOVE CEILINGS, ETC. 1 p. ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC. THAT ARE SHOWN AND/OR NOTED ON ANY PLAN, SECTION, DETAIL OR SCHEDULE SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS NOTED OTHERWISE. DENTAL EQUIPMENT COORDINATION GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL ENSURE THE PROTECTION OF ALL EQUIPMENT FURNISHED UNDER HIS/HER CONTRACT AND BY OTHERS. 6. 2. ROUGH -IN AND FINISH WORK FOR DENTAL EQUIPMENT IS TO BE ACCORDING TO TEMPLATES FURNISHED BY THE MANUFACTURERS OF EQUIPMENT BEING INSTALLED. THE ESS WILL POSITION THE TEMPLATES IN THEIR PROPER LOCATIONS, AT WHICH TIME ALL SPECIFICATIONS ON THE PLANS WILL BE EXPLAINED TO THE GENERAL CONTRACTOR OR 7. SUBCONTRACTOR(S). ALL SPECIFIED SIZES OF PIPES, TUBING, FITTINGS, ETC., AS WELL AS PROPER HEIGHTS MARKED, MUST BE STRICTLY FOLLOWED. ANY DEVIATIONS ON SIZES OR HEIGHTS OF PIPES, TUBING, AND/OR FITTINGS MUST BE CORRECTED BEFORE THE EQUIPMENT CAN BE INSTALLED, AND ANY SUCH EXTRA EXPENSE WILL BE THE RESPONSIBILITY 8. OF GC AND/OR THE SUBTRADE. 9. 3. THE GC SHALL SEAL ANY/ALL FLOOR AND FIRE PENETRATIONS MADE BY HENRY SCHEIN INSTALLERS AT THE FINISHING STAGES WITH THE APPROPRIATE MATERIAL. 4. THE GC SHALL PROVIDE DOOR THRESHOLDS & DOOR SEALS NECESSARY FOR DENTAL EQUIPMENT SOUND ATTENUATION. 5. THE GENERAL CONTRACTOR SHALL SUPPLY FASTENERS, ANCHORS, ACCESSORIES AND ADHESIVES REQUIRED FOR FABRICATION AND ERECTION OF THE WORK. KEEP EXPOSED FASTENERS TO A MINIMUM, NEATLY LAID OUT AND EVENLY 10 SPACED. FLOOR FINISHES ARE TO BE CONTINUOUS UNDERNEATH MILLWORK AND EQUIPMENT. TRANSITIONS AND VARIATIONS BETWEEN FLOOR FINISHES TO BE SMOOTH AND LEVEL TO REDUCE INJURY WITH USE. PROVIDE 3/4" (19MM) PLYWOOD SUPPORT BETWEEN STUDS FOR ALL WALLS TO SUPPORT UPPER CABINETRY AND SHELVING, INCLUDING RECEPTION AND ALL TREATMENT ROOMS. WOOD SUPPORTS ABOVE THE CEILING MAY NEED TO BE FIRE RATED, FOLLOW LOCAL CODES. REFERENCE LEGEND REVISION MARK SECTION DETAIL INTERIOR ELEV. DESIGNATION TARGET ELEVATION REVISION NUMBER 3 --� SECTION NUMBER �OO _ , SHEET ON WHICH SECTION IS DRAWN 3 DETAIL NUMBER A200 SHEET ON WHICH DETAIL IS DRAWN VIEW NUMBER/ ELEVATION NUMBER A300 SHEET ON WHICH ELEVATION IS DRAWN LEVEL 0'-01, PRIOR TO POURING THE CONCRETE FLOOR AND ENCLOSING ALL WALLS, THE GENERAL CONTRACTOR SHALL CONTACT THE ESS AND INSTALLATION TECHNICIAN FOR FINAL INSPECTION OF PLUMBING, ELECTRICAL AND WOOD SUPPORTS. ALL LABOR AND MATERIAL NECESSARY FOR CHANGES IN EXISTING PLUMBING, CARPENTRY, AND ELECTRICAL WORK MUST BE DONE AND SUPPLIED BY THE GENERAL CONTRACTOR AND IS NOT INCLUDED IN THE COST OF EQUIPMENT. ALL PLUMBING AND ELECTRICAL LINES ARE TO BE CONCEALED UNLESS OTHERWISE SPECIFIED. HENRY SCHEIN DENTAL WILL ASSEMBLE AND CONNECT TO UTILITIES WHICH ARE REQUIRED FOR OPERATION OF THE DENTAL OFFICE (SUCH AS ELECTRICAL, DOMESTIC WATER, SANITARY, GAS, AIR, AND VACUUM) PROVIDED SUCH CONNECTIONS BY OTHER TRADES ARE SUPPLIED CORRECTLY (WITH PROPER CONNECTIONS, FITTINGS, AND JUNCTIONS) AND COMPLETE, AS SPECIFIED BY HENRY SCHEIN DENTAL. HENRY SCHEIN DENTAL WILL CONNECT TO SUCH FITTINGS AND/OR JUNCTIONS PROVIDED OUR SERVICE TECHNICIANS ARE PERMITTED TO DO SO BY OTHER TRADES AND ARE NOT PROHIBITED FROM WORKING BY THEIR TRADE UNION AFFILIATION OR LACK OF TRADE UNION AFFILIATION. INSTALLATION PERMITS, IF REQUIRED, SHALL BE OBTAINED BY TRADES WHO PROVIDE THE SERVICE. PRIOR TO POURING THE CONCRETE FLOOR AND ENCLOSING ALL WALLS AND CEILINGS, THE GENERAL CONTRACTOR SHALL CONTACT THE ESS AND INSTALLATION TECHNICIAN FOR FINAL INSPECTION OF PLUMBING, ELECTRICAL AND WOOD SUPPORTS. Project Summary LEGAL JURISDICTION: PASCO COUNTY, FLORIDA CODE: BUILDING CODE: 2020 FLORIDA BUILDING CODE 7TH EDITION - BUILDING PLUMBING CODE: 2020 FLORIDA BUILDING CODE 7TH EDITION - PLUMBING ELECTRICAL CODE: NATIONAL ELECTRIC CODE - 2017, NFPA 7TH EDITION MECHANICAL CODE: 2020 FLORIDA BUILDING CODE 7TH EDITION - MECHANICAL LIFE SAFETY CODE: NFPA 101 - 2018 EDITION FIRE CODE: 2020 FLORIDA FIRE PREVENTION CODE 7TH EDITION FLORIDA ACCESSIBILITY CODE: 2020 FLORIDA BUILDING CODE 7TH EDITION - ACCESSIBILITY ENERGY CODE: 2020 FLORIDA BUILDING CODE 7TH EDITION - ENERGY CONSERVATION BUILDING INFORMATION: SEPARATE PERMITS REQUIRED FOR FIRE ALARM AND FIRE SPRINKLER CONSTRUCTION TYPE: TYPE VB - SPRINKLERED OCCUPANCY CLASSIFICATION: (PER 2020 FBC 7TH Ed.) GROUP "B" BUSINESS (PER NFPA 101) BUSINESS LIGHT FRAME TRUSS CONSTRUCTION (FSS 633.222): BUILDING PLACARD IS NOT REQUIRED AREA/OCCUPANT LOAD: SEE LIFE SAFETY PLAN FOR OCCUPANT LOADS TOTAL BUILDING AREA: 6,527 S.F. ALLOWABLE BUILDING HEIGHT / STORIES / AREA - PER FLOOR: (PER FBC TABLE 504.3 / 504.4 / 506.2) GROUP B, SPRINKLERED: 60' / 3 STORIES / 36,000 SF AREA INCREASE PER 506.2.1 (100% PERIMETER < 20') 36,000 + (9,000 x .75) = 42,750 SF FIRE SEPARATION DISTANCE (FBC TABLE 602): B X < 5 1 - HOUR 5<X<10 1 -HOUR 10<X<30 0-HOUR X>30 0-HOUR FIRE RATING OF BUILDING ELEMENTS (FBC TABLE 601): PRIMARY STRUCTURAL FRAME 0 - HOUR BEARING WALLS (EXTERIOR) 0 - HOUR BEARING WALLS (INTERIOR) 0 - HOUR NON -BEARING WALLS AND PARTITIONS (EXTERIOR) 0 - HOUR NON -BEARING WALLS AND PARTITIONS (INTERIOR) 0 - HOUR FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 - HOUR ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 - HOUR EGRESS REQUIREMENTS EGRESS WIDTH PER OCCUPANT (FBC SECT 1005.3.1/ 1005.3.2): STAIRS 0.3/ OTHER 0.2 (PER OCCUP.) (NFPA TBL 7.3.3.1): STAIRS 0.3/ OTHER 0.2 (PER OCCUP.) MAXIMUM TRAVEL DISTANCE - BUSINESS (FBC TABLE 1017.2 / NFPA TABLE A.7.6 - SPRINKLERED) 300 FT MAX FIRE RATING OF EXIT ACCESS CORRIDORS (FBC TABLE 1020.1 - SPRINKLERED): 0 HOUR DEAD END CORRIDORS (FBC SECT 1020.4 - SPRINKLERED/ NFPA TABLE A.7.6 - SPRINKLERED): 50 FT. MAX. COMMON PATH OF TRAVEL (FBC TABLE 1006.2.1 SPRINKLERED / NFPA TABLE A.7.6 - SPRINKLERED) 100 FT. MAX SHEET SHEET NAME U) W o z 0 F- D F_ w z cr .- z O Fn N z O Fn m z O Fn oWc ­t z O F Lo z O A000 COVER SHEET X A001 DRAWING INDEX, NOTES, AND ABBREVIATIONS X A002 LIFE SAFTEY PLAN X A101 FLOOR PLAN X A102 DIMENSION PLAN X A103 ROOF PLAN X A104 ROOF DETAILS A201 BUILDING ELEVATIONS X A300 FINISH SCHEDULE X A301 FINISH PLAN X A401 REFLECTED CEILING PLAN X A501 BUILDING SECTIONS X A551 WALL SECTIONS X A552 WALL SECTIONS X A575 WALL TYPES X A600 DOOR SCHEDULE/ TYPES/ HARDWARE X A601 GLAZING ELEVATION X A700 ENLARGED RESTROOM PLANS AND ELEVATIONS X A701 ENLARGED PLANS AND ELEVATIONS X A750 MILLWORK SECTIONS X A900 DETAILS X S000 STRUCTURAL SPECIFICATIONS X S101 FOUNDATION PLAN X S201 ROOF FRAMING PLAN X S301 CANOPY FRAMING PLAN & DETAILS X S302 CANOPY FRAMING PLAN & DETAILS S500 STRUCTURAL DETAILS X S501 STRUCTURAL DETAILS X S502 STRUCTURAL DETAILS X S503 STRUCTURAL DETAILS X S601 CMU ELEVATIONS X M-1 HVAC PLANS X X M-2 ROOF PLAN X X M-3 HVAC SCHEDULES X X M-4 HVAC DETAILS X X M-5 HVAC DETAILS X X E101 POWER PLAN X X E102 LIGHTING PLAN X X E103 RISER DIAGRAM X X E104 PANEL SCHEDULES X X P-1 SANTIARY & VENT PLANS X X P-2 PLUMBING PIPING PLANS X X P-3 PLUMBING RISER DIAGRAMS X X P-4 PLUMBING SCHEDULES, NOTES, & DETAILS X X P-5 PLUMBING DETAILS X X r'IKVUUC I AI PROV/AL U/A I /A NO. PRODUCT CATEGORY SUB CATEGORY MANUFACTURER MODEL APPROVAL NO. EXPIRATION DATE REMARKS 1 PANEL WALLS CURTAIN WALLS YKK AP AMERICA YHC 300 OG FL 13433.1-R12 12-31-2023 REFER TO FLOOR PLAN AND1aLAZING ELEVATIONS 2 PANEL WALLS STOREFRONT YKK AP AMERICA YHS 50 FI FL 14218-R12 12-31-2023 REFER TO FLOOR PLAN AND GLAZING ELEVATIONS 3 PANEL WALLS SIDING MBCI, L.P. FW-120-1 (12" PANEL W/ 6" BEAD) FL 11917.4-RV 12-31-2023 USED FOR CANOPY SOFFIT, REFER TO REFLECTED CEILING PLAN 4 ROOFING SINGLE PLY ROOFING CARLISE SYNTEC SYSTEMS TPO SINGGE PLY (SC-23) FL 16440.1-R22 04-07-2023 REFER TO ROOF PLAN AND WALL SECTIONS 5 EXTERIOR DOORS SWINGING DOOR (SF) YKK AP AMERICA 35H FL 16554-R9 12-31-2023 REFER TO GLAZING ELEVATIONS AND DOOR SCHEDULE 6 EXTERIOR DOORS HM DOORS CURRIES DIV. OF AADG, INC. 747 - SINGLE FLUSH/ PAIR OF DOORS FL 8394.5-R6 12-31-2025 REFER TO DOOR SCHEDULE NOTE: THE CONTRACTOR SHALL SUBMIT MANUFACTURER TEST DATA AND INSTALLATION/ FASTENING REQUIREMENTS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SUBMITTALS SHALL INCLUDE, BUT MAY NOT BE LIMITED TO, ALUMINUM STOREFRONT GLAZING SYSTEMS, EXTERIOR DOORS AND FRAMES, AUTOMATIC SLIDING ENTRY DOORS, EXTERIOR WALL CLADDING AND ROOFING SYSTEMS. PLUMBING FIXTURE CALCULATIONS TOTAL BUSINESS OCCUPANT LOAD = 6,527 S.F. / 150 S.F. = 44 OCCUPANTS 44 TOTAL OCCUPANTS / 2= 22 MALE, 22 FEMALE PLUMBING FIXTURE CODE FIXTURES REQUIRED FIXTURES PROVIDED WATER CLOSET FBC 2020 TABLE 2902.1 1 MALE 6 SINGLE -USER 1 PER 25 - FOR FIRST 50, 1 PER 50 EACH ADDITIONAL 1 FEMALE FACILITIES 50 LAVATORY FBC 2020 TABLE 2902.1 1 MALE 6 SINGLE- 1 PER 40 - FOR FIRST 80, 1 PER 80 EACH ADDITIONAL 1 FEMALE USER 80 FACILITIES DRINKING FBC 2020 TABLE 2902.1 2 2 FOUNTAIN 1 PER 100 SERVICE SINK FBC 2020 TABLE 2902.1 1 1 1 PER 100 'ADA MANEUVERING CLEARANCES AT MANUAL SWING DOOR - - Z - - � z Iz � �418" MIN FRONT APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE 24" h MIN HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH LATCH APPROACH, PUSH SIDE i FRONT APPROACH, PUSH SIDE HINGE APPROACH, PULL SIDE LATCH APPROACH, PULL SIDE 24" N LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH LOSER AND LATCH MIN. HINGE APPROACH, PUSH SIDE I I z I I MIN � Lo _{-24" MIN LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022 a �m N cn m a� ` Lu J < w It W cc Wa U W N ujH V Q� Z �M J - c� Q J Q� W V ULL = Q Lu W J w N= Z p 00 °C �� W °_ o� � W 00 IV co O U .r. U O U) ov U� �T� O J W Ix ( r, k� 1'9;::, tee; O CONTRACT DATE: >p ti a �3 0 W Zp v z F. �a Q zz o cc z w w >� W WW Z pp W U 06 00 Lo Cl 0 0 � o C O '= z a .- O coLL A♦ J W m ■� C N 1p C � .= Q cl) uj `: 0 �_ V � V � Q m DRAWING INDEX, NOTES, AND ABBREVIATIONS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR Z O U w 0 w H a 0 w JOB NO. 2021-18 SHEET NO. A001 � I - - - "-1 i - - - _ - _ -__ - _ i -- I___ -7 � - i -_- - _ 1 � - --I ___ _ -_ - I - I - - iIT-"TI I _ -"T_ T 0 `T^ W 7 00 N N 0 N N T 0 LIFE SAFETY PLAN NORTH 1 —REQUIRED RADIO PENETRATION TEST AS REQUIRED BY THE LOCAL FIRE MARSHAL, A RADIO PENETRATION TEST WILL BE REQUIRED FOR THIS STRUCTURE. COORDINATE TEST REQUIREMENTS AND PROCEDURES WITH THE LOCAL AHJ PRIOR TO CONSTRUCTION. IF THE TEST DOES NOT MEET THE REQUIRED SIGNAL STRENGTH OF THE LOCAL AHJ'S COMMUNICATION SYSTEMS, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AND INSTALL A BI-DIRECTIONAL AMPLIFICATION (BDA) SYSTEM FOR EMERGENCY TWO-WAY COMMUNICATION ENHANCEMENT. LIFE SAFETY PLAN NOTES 1. PROJECT REQUIRES FIRE ALARM AND FIRE SPRINKLER SYSTEMS. CONTRACTOR RESPONSIBLE FOR SUBMITTING SIGNED AND SEALED SPRINKLER DRAWINGS AND CALCULATIONS TO THE LOCAL AHJ FOR PERMIT PRIOR TO INSTALLATION. 2. COORDINATE FIRE EXTINGUISHER LOCATIONS W/ FIRE MARSHAL. TRAVEL DISTANCE SHALL NOT EXCEED 75' IN BUSINESS/MERCANTILE AREAS AND 50, IN SERVICE/STORAGE AREAS. TOP OF EXTINGUISHER DOES NOT EXCEED 60" A.F.F. 3. REFER TO SHEET A001 FOR ADDITIONAL CODE SUMMARY. 4. SEE ELECTRIC LIGHTING PLANS FOR TYPE AND LOCATION OF EGRESS LIGHTS. 5. COORDINATE LOCATION OF KNOX BOX AND ADDRESS IDENTIFICATION W/ FIRE MARSHAL. 6. EXTEND FIRE RATED WALLS FROM TOP OF FLOOR BELOW TO CEILING/DECK ABOVE SECURELY ATTACHED THERETO AND FROM OUTSIDE WALL TO OUTSIDE WALL WHERE INDICATED ON PLANS. ALL OPENINGS ARE TO BE PROTECTED OR FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS_ PROVIDE FIRE SAFING AS REQ'D TO FILL VOIDS/ CAVITIES AT TOP OF WALL CONDITIONS WITH U.L. HEAD OF WALL DETAILS (OR EQUAL). 7. PROVIDE FIRE ALARM CONTROL PANEL. VERIFY FINAL LOCATION WITH FIRE MARSHAL. 8. PROVIDE ALL EXIT SIGNAGE WITHIN 100 FT. MAX DISTANCE OF ANY OTHER REQUIRED EXIT SIGNAGE PER NFPA 101- 7.10.1.5.2 TOTAL OCCUPANCY LOAD = 38 OCCUPANTS LIFE SAFETY PLAN LEGEND TD = INDICATES TRAVEL PATH DISTANCE TO THE NEAREST EXIT CPT =W_ Milo INDICATES COMMON PATH TRAVEL DISTANCE DOOR EGRESS MATRIX DOOR IDENTIFIER 1 I OCCUPANT LOAD FACTOR 0.2"/OCC WIDTH ALLO DOOR CLEAR WIDTH 32" # ALLOWED OCCUPANT LOAD RECESSED FIRE EXTINGUISHER (5 LB. ABC TYPE 2A:10BC DRY CHEMICAL) FIRE EXTINGUISHER MOUNTED EXIT SIGNAGE - REFER ALSO TO LIGHTING PLANS. T-6" A.F.F. FIRE EXTINGUISHER CABINET TO BE FEC "LARSON" RECESSED AL-C-2409-R WITH CLEAR BUBBLE AND RED VERTICAL LETTERING. CABINET TO BE WHITE. ELECTRICALLY POWERED, SELF -LUMINOUS AND SEE DETAIL ON THIS SHEET. ® PHOTOLUMINESCENT EXIT SIGN LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND 2020 FBC CHAPTER 27. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. REFER TO ELECTRICAL DRAWINGS FOR SPEC. — — 75MAX DISTANCE FROM FIRE EXTINGUISHER SHOWN FOR REFERENCE OCCUPANT TYPE PER FBC/ NFPA OCCUPANT MATRIX GROUP (B) OCCUPANT AREA F I XXX SF D NUMBER OF OCCUPANTS AT POINT OF EGRESS. # OCCUPANTS OCCUPANT LOAD PER FBC/ NFPA nn A nTInC A 17C A I Cf-%CA1r-% r fZriV I IVL._ r% L/"% LI-%.ALINV = LOBBY / COMMON AREAS = PEDIATRICS = OBSTETRICS / GYNECOLOGY PROVIDE HORIZONTAL METAL FRAMING PER WALL TYPE FIRE EXITNGUISHER CABINET: "LARSEN" RECESSED AL-C-2409-R WITH CLEAR BUBBLE AND RED VERTICAL LETTERING. CABINET COLOR TO BE WHITE M P') PROVIDE HORIZONTAL METAL FRAMING PER WALL TYPE WALL PER SCHEUDLE NOTE: SEE LIFE SAFETY PLAN FOR LOCATIONS 0 1. zU- z� w w � O Cc Ow cc: �> DETAIL AT RECESSED F.E.C. AT STUD WALL 1 112" = 1'-0" REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES FHIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT NRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022 z 0 a U Lu W W a 0 w c c0 _N C6 m a<ui J ` Q pw Q W cc �a V U W N LU Z Q� �M W V ULL = C) a �' W J Lu N _ z o 00>_ W= WWC (.62 G (D � G C 00 W C (0N O V � � Z . O W° I� J Q D O CONTRACT DATE: fA WW � >� ti Q•>� O OZ W Zp O y } zp Q 0Q Q ZZ O crz w �cn z w wW C/) w OO U J 06 co Ln Lo O 0 � o 0S O A LL 0 J LL A♦ J W co co J LL LLI mui _O J O (• (D L c AV W = V � Q L � Ocl) LIFE SAFTEY PLAN DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. A002 � I 11 11 N CO TM W N N 0 N - d- N T - FLOOR PLAN GENERAL NOTES 1. ALL DOORS TO BE 4" FROM INSIDE CORNER OF GYP. BD., U.N.O. 2. REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS. 3. GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT/ ITEMS PROVIDED BY OWNER OR OTHERS. 4. "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GENERAL CONTRACTOR'S SCOPE OF WORK. 5. PROVIDE SOUND ATTENUATION INSULATION WITH A MIN. STC RATING OF 50 IN ALL STUD WALLS INDICATED TO HAVE SOUND BATT INSULATION - THESE WALLS (ENCLOSING SPACES ON ALL SIDES) TO EXTEND TO UNDERSIDE OF DECK PER WALL TYPES. 6. ALL NON -BEARING WALLS SHALL EXTEND TO 6" ABOVE FINISHED CEILING, U.N.O. 7. SEAL ALL VOIDS AT TOP OF CMU WALLS TO DECK. 8. SEE WALL TYPES SHEET FOR ADDITIONAL INFORMATION. 9. REFER TO SHEET A102 AND S100 FOR BUILDING DIMENSIONS. 10. INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FINISH TO FACE OF FINISH. 11. REFER TO STRUCTURAL PLANS FOR EXTERIOR WALL OPENINGS. 12. REFER TO FINISH PLAN FOR WALL TILE. 13. REFER TO ELECTRICAL PLANS FOR IT EQUIPMENT, WAP, TV CONNECTIONS, ETC. WIRING TO CORRECT LOCATIONS BY G.C., AND EQUIPMENT INSTALLATION BY OWNER. 3 A B D A201 F H K L 1 ( 6 1 6 A551 A552 FLOOR PLAN NORTH 1 R SER / UTILITY P-109 I I I I I 12 I I I I I I I I I -1 rlr1M I71 A AI IZCVAir'\TC0 1 LVVI I I L/-lIY 1\L I IVV I LV 10 FLOOR DRAIN - REFER TO PLUMBING DRAWING OMOP BASIN - REFER TO PLUMBING DRAWING OSLAB ON GRADE, REFER ALSO TO STRUCTURAL DWGS. 04 MILLWORK. REFER TO MILLWORK ELEVATIONS & DETAILS. 4a EXAM ROOM MILLWORK. REFER TO DETAILS 15 AND 5 ON SHEET A750. 4b EXAM ROOM MILLWORK. REFER TO DETAILS 15 AND 5 ON SHEET A750 (OPPOSITE). OEQUIPMENT BY OWNER. OALUMINUM DOWN SPOUT REFER TO ROOF PLAN ORECEPTIONIST DESK, REFER TO SHEET A750. OREFRIGERATOR / FREEZER / MICROWAVE BY OWNER - G.C. TO COORD. POWER AND PLUMBING REQUIREMENTS. OCOVERED OUTDOOR BREAK AREA - ROOF SYSTEM BY OTHERS. 10 STEEL COLUMN, PAINTED. REFER TO STRUCTURAL DWGS. 11 HI-LO DRINKING FOUNTAIN. SEE PLUMBING DWGS. 12 LINE OF ROOF OR SOFFIT ABOVE. REFER TO CEILING AND ROOF PLANS. 13 LANDSCAPE AREA - SEE CIVIL MAINTAIN FLOOR ELEVATION (MAX. 1/2" VARIATION) FOR A 14 DISTANCE OF AT LEAST 5-0" FROM INTERIOR TO EXTERIOR AT ALL EXTERIOR EGRESS DOORS. SEE VERTICAL CHANGES IN LEVEL DETAILS FOR MORE INFORMATION 15 IT. RACK 16 CLOSET SHELVING 17 RECEPTION WINDOW. SEE MILLWORK ELEVATIONS AND DETAILS FOR MORE INFORMATION 18 COVERED ENTRY 19 ROOF LADDER - REFER TO ROOF PLAN AND DETAILS 20 SEMI -RECESSED FIRE EXTINGUISHER - REFER TO LIFE SAFETY PLAN 21 PASS THROUGH CABINET - REFER TO ENLARGED PLANS AND ELEVATIONS -1 rNf-%r) ni A AI nX/R Af7)r1I C% 1 LVVI l l I_!ll V V I IVIUVLV W# STOREFRONT WINDOW - REFER TO GLAZING ELEVATIONS ## DOOR NUMBER - REFER TO DOOR SCHEDULE A WALL TYPE - REFER WALL TYPE DETAILS LINE OF ROOF OR SOFFIT ABOVE FBC ACCESSIBILITY CODE 303.2 VERTICAL MAXIMUM CHANGE IN LEVEL 1/4" MAX TO BE VERTICAL 7t 12 0 - 0 0 FBC ACCESSIBILITY CODE 303.3 BEVELED 2 CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MINIMUM AND 1/2 INCH HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE A201 NOT STEEPER THAN 1:2. 2 VERTICAL CHANGES IN LEVEL DETAILS REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES i DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY 01 LING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE )JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST FOR CONSTRUCTION ISSUE DATE: 01.24.2022 z 0 a U ui w 0 w a 0 l(uri C/)M� Q � 1 � . c� � wM a� W U w N uj z _J CM M W V ULL = Qo C/ w J Lu N = Z o °C W °_ o0- (D w a 00 oN 0 . u O Ux P4 D O J Q W D CONTRACT DATE:: Q•j3 0 Z CD W zo Y >_ zp Q as zz o 2z z w w U) N WzW w _0 J 06 00 O O O O i O • Q y_ a U- ^♦ J W co CD ■� cL.L N o W".'0 W_ t V � a� FLOOR PLAN DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. Al 01 � J ►:Ml I N N O N N I- -FLOOR PLAN GENERAL NOTES REFER TO A101 FOR LEGEND AND GENERAL NOTES AT BB D F H K T 1 11'-81, 1 23'-6" 1 16'-10" 1 16'-101, 1 23'-6" 1 11'-8" 1 'v w N 10 N N 10 co 0 NORTH DIMENSION PLAN 1 REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES FOR CONSTRUCTION ISSUE DATE: 01.24.2022cc Q m CL k W Q p . C7 pW^ W 2w Q W W= V ZLU 't iz co •� J co J W V ULL � wJ Lu N = Z p 00 °C W °_ (Dw CL 00 N O �z . U O U) 4-1 U) o � � P4 O J Q .� W CONTRACT DATE: w w r� >p Q ��3 0 W zo v >- z p a as a zz o oc z z w W > y c) 1jW Z pp W U_ J 06 00 Lo 0 0 z E= a m a L. a LL 1!0a• J • M • �_ N ■ •( � • � u' (Duj W O L of Qi = t V � L r Q o DIMENSION PLAN DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR Z 0 U w p w Q p w d THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANI PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. JOB NO. 2021-18 SHEET NO. Al 02 � I r4 A201 Mo rn CV T 00 CV CV O CV CV T 3 q g D A201 F 1 H K � ROOF LAN NORTH 1 P- ROOF PLAN GENERAL NOTES 1. UNDERSIDE OF PARAPET CAP FLASHING SHALL BE PRIMED. 2. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS. 3. REFER TO PROJECT SPECIFICATION MANUAL FOR SEALANT SPECIFICATIONS. 4. ALL SHEET METAL FLASHING SHALL BE 24 GA MINIMUM UNLESS NOTED OTHERWISE. 5. COVERING MATERIALS SHALL BE U.L. LABEL WITH FIRE EXPOSURE CLASS "A". SEE SPECIFICATIONS. 6. MECHANICAL CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE OF 10' BETWEEN OUTDOOR INLETS AND EXHAUST FAN OR PLUMBING ROOF VENTS. VERIFY EXACT LOCATION OF ROOF VENTS WITH PLUMBING CONTRACTOR. REFER TO ROOF DETAIL SHEET FOR ROOF PIPE PENETRATION DETAIL ROOFING SPECIFICATION EQUAL TO CARLISLE 80 MIL SURE -WELD MECHANICALLY FASTENED TPO ROOFING SYSTEM OVER POLYISO RIGHID INSULATION (MIN. R-25) ON STEEL DECKING. PROVIDE CRICKETS AS INDICATED TO ENSURE DRAINAGE TO ROOF DRAINS. M /1/'1r rNI A A I I/r-\/ h I/1T r-P1 RVVI- rLA1 4 T\C T INLJ I CJ OROOF CRICKET / TAPERED INSULATION EXHAUST FAN WITH ROOF MOUNTING CURB. SEE SHEET A104 FOR DETAILS OTPO ROOF SYSTEM ON RIGID INSULATION (SLOPE AS NOTED ON PLAN). SEE ROOF SPEC. THIS SHEET 04 GUTTER - REFER ALSO TO WALL SECTIONS PERMANENT LADDER FOR ACCESS TO ROOF TOP EQUIPMENT. REFER TO SHEET Al 04. OHANOVER ROOF TRAFFIC PADS OR EQUAL AROUND ALL ROOF TOP EQUIPMENT MECHANICAL ROOF -TOP UNITS. REFER TO MECHANICAL DRAWINGS. REFER TO �� SHEET A104 FOR ROOF MOUNTING CURB DETAIL ( 8 ) SCUPPER W/ DOWNSPOUT PARAPET CAP. REFER TO WALL SECTIONS AND FINISH SCHEDULE. 10 ROOF FIELD FASTENERS - ZONE 1 11 WITHIN 10'-0" OF EDGE, ROOF FASTENERS - ZONE 2 2 10'-0" x 10'-0" CORNER AREA ROOF FASTENERS - ZONE 3 13 PRE-ENGINEERED CANOPY BY OTHERS 14 ENTRY CANOPY REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01.24.2022 z o. L U) Lu 0 w a 0 w' Q L'w ow c/) J Q W �a U LU CV U uj QIt Z Jcy) �JJ �cy) W V ULL = Qo ui LJJ J_ Lu N _ Z 0 0 °C W (D= o0- Lu a� 00N O Z . U o E!S w O� Ux D J Q W � W = CONTRACT DATE: Lu w r- >p "T Q•j3 0 LuZp y zF Q �a Q zz o ¢z z w w >cn m Ww Z O LI _U J 06 Ib L0 0 0 0 � o _a_ o • Q ■— cu o �a-� LL o /� ♦ J W o� ra - LL cl) 0 w `0 0 4)_ 4-0} uj v Q o ROOF PLAN DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. Al 03 � I ►: I N N O N N - T I _ FOR CONSTRUCTION ISSUE DATE: 01 .24.2022 z O a cr U w 0 w F- a 0 w tr w H a -►•I I -JH I >- I CONTRACT DATE: N ww <( ■ > Oz W Z O } zP 0a zz cc z w N Ijw cy)Qa ti o O c� a a o z w U) Z w U_ J 06 00 In O O O O = o 'r Z a o. J LL -a cc 00 00 • = LM N AW, W LL cl) wuj0. 's Q o ROOF DETAILS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. Al 04 I I l ' I 1 I I 1 Id -- -_ I I I -- I I I I I I'll I III_L ' 1 1 Vl 11_ 1 1 111 1 1 1I_ I I I I --- I I I I I I HI II I'Ilnvil, . . , I 1 WE 1'-01, CM T 00 N N O N qt- N T - T.O. WALL 16'-0" ST FLOOR 0'-off - EXTERIOR FINISH GENERAL NOTES 1. GENERAL CONTRACTOR SHALL SUBMIT MATERIAL BOARD SAMPLES OR "MOCK-UPS" OF ALL FINISHES, INCLUDING AND SPECIFICALLY COLOR VARIATIONS, FOR ALL EXTERIOR SURFACE MATERIALS. THE SIZE OF ALL SUBMITTALS SHALL BE A MINIMUM OF 12" x 12". THE ARCHITECT SHALL REVIEW AND APPROVE PRIOR TO THE COMMENCEMENT OF INSTALLATION OF ANY EXTERIOR SURFACE ASSEMBLY. 2. ALL COPING TO MATCH COLOR OF MATERIAL IMMEDIATELY BENEATH IT. rl r\ I A -r INK I [1\/R Ar-%f % e% CLCVM I IVIN D T IVIDVL0 XXX-X REFER TO SHEET A300 FOR FINISHES. — EXTERIOR ELEVATION KEYNOTES OSMOOTH TEXTURED STUCCO FINISH, PAINTED. OGUTTER & DOWNSPOUT 3 CEILING MOUNTED FAN r I FIBER CEMENT CLADDING L O OSTACKED STONE VENEER CLADDING. OACM CANOPY a7 SCUPPER WITH DOWNSPOUT OCURTAINWALL GLAZING SYSTEM, REFER ALSO TO GLAZING ELEVATIONS. 9 STOREFRONT GLAZING SYSTEM, REFER ALSO TO GLAZING ELEVATIONS. 10 3/4" STUCCO SCREED CHANNEL, COLOR TO MATCH ADJACENT SURFACE. FOR CONSTRUCTION ISSUE DATE: 01.24.2022 W Q V U uj Q J W i JQ Lu >_� �ZW a� 0 w z� QLo J Ch J M Q J U_W (n W J N = (o cc_ oo} c)0- 0w (p N O o a� — U� P �T� O ,o..4Lu �i Q � W= A CONTRACT DATE: N W W W•oz zo oa Zz cc z w >r4 ww moo t'- 0 a o z W � z W U J 06 00 Lo O O 0 o .= Q c a �♦ W J 00 00 • cnwwo J O A• W L Oj h gel' \c w� W = qc** v \ ac BUILDING ELEVATIONS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. A201 INTERIOR FINISH MATERIAL LEGEND FINISH MATERIAL CODE MANUFACTURER PRODUCT COLOR / OPTIONS SIZE LOCATION REMARK CONTACT SURFACE LUXURY VINYL TILE LVT-1 SHAW CONTRACT LUXURY VINYL TILE BAY CHESTNUT 00710 OFFICES, CORRIDORS, BREAK ROOM, SHAW CONTACT: JON MCENTYRE NATIVE ORIGINS 0116V ETC. 770-878-0489 PORCELAIN TILE T-1 DALTILE CHORD COLORBODY FORTE GREY CH25 12" x 24" (NOMINAL) MENS & WOMENS RESTROOM FLOORS/ - ASHLEY WILKES PORCELAIN TILE WALLS SOUTHEAST SR. ARCHITECTURAL REP. CEMENT VISUAL 404-702-8022 FLOORS GROUT GRT-1 MAPEI KERAPDXY CO 104 TIMBERWOLF USE WITH TILE T-1 JERE STREET 770-350-3417 JSTREET@MAPEI.COM SEALED CONCRETE CNC-1 - TBD WOOD BASE WB-1 1x6 MILLED HARDWOOD PROFILE TO BE DETERMINED 5 1/2" x 12 ft. COMMON AREAS (REFER TO FINISH PLANS) WOOD BASE WB-2 ix4 MILLED HARDWOOD PROFILE TO BE DETERMINED 3 1/2" x 12 ft. WAITING AREAS (REFER TO FINISH PLANS WOOD CHAIR RAIL WC-1 1x6 MILLED HARDWOOD PROFILE TO BE DETERMINED 5 1/2" x 12 ft. COMMON AREAS (REFER TO FINISH PLANS) WOOD CHAIR RAIL WC-2 1x4 MILLED HARDWOOD PROFILE TO BE DETERMINED 3 1/2" x 12 ft. WAITING AREAS (REFER TO FINISH MOULDINGS/ PLANS BASE PVC BASE PVC-1 AIC MILLWORKS PROFILE/ COLOR TO BE 4" HIGH EXAM ROOMS (REFER TO FINISH PLANS) DETERMINED PVC CHAIR RAIL PVC-2 AIC MILLWORKS PROFILE/ COLOR TO BE 4" HIGH EXAM ROOMS (REFER TO FINISH PLANS) DETERMINED RESILIENT WALL RWB-1 JOHNSONITE TRADITIONAL WALL BASE COLOR TO BE DETERMINED 4" x FULL LENGTH ROLLS REFER TO FINISH PLANS BASE PAINT P-1 - - NEUTRAL BEIGE (FINAL COLOR TO ALL WALLS/INTERIOR DOOR FRAMES BE DETERMINED) UNLESS NOTED OTHERWISE PAINT P-2 - MINT GREEN (FINAL COLOR TO BE ACCENT WALL (TRIAGE, DENTAL P-2- (PROVIDE P-1 DETERMINED) RECEPTION, WAITING AREA, PATIENT BELOW CHAIR RAIL) EXAM ROOM) PAINT P-3 - LIGHT BLUE (FINAL COLOR TO BE ACCENT WALL (FAMILY RECEPTION), P-3- (PROVIDE P-1 DETERMINED) WAITING AREAS, PATIENT EXAM ROOM) BELOW CHAIR RAIL) WALLS PAINT P-4 - TAN (FINAL COLOR TO BE ACCENT WALL (PEDIATRICS RECEPTION, DETERMINED) WAITING AREA, EXAM ROOM) PAINT P-5 - PINK (FINAL COLOR TO BE CHILDREN'S WAITING AREA ACCENT P-5" (PROVIDE P-1 DETERMINED) WALL BELOW CHAIR RAIL) TILE T-2 GRANITI FIANDRE #WOD09S123 A -WOOD W/ SPECTRALOCK PRO 8"x48" (1/3 RUNNING REAR WALL ( RECEPTION RM. 100) PREMIUM GROUT, BY LATICRETE BOND) SUSPENDED ACT-1 ARMSTRONG DUNE 24" x 24" TEGULAR ACOUSTICAL CEILING TILE SUSPENDED GRID-1 PRELUDE EXPOSED TEE 15/16" 24" x 24" CEILINGS CEILING GRID LINEAR METAL LMC-1 MBCI ARTISAN COLOR TO BE DETERMINED 8" PLANK x 10' INTERIOR LOBBY SOFFIT PANEL PLASTIC LAMINATE LAM-1 NEVAMAR PLASTIC LAMINATE WITH UNTOLD JOURNEY WW4400-VE REFER TO MILLWORK ELEVATIONS/ - 877-726-6526 ARMORED PROTECTION (VELVET) SECTIONS PLASTIC LAMINATE LAM-2 NEVAMAR PLASTIC LAMINATE WITH TBD REFER TO DOOR SCHEDULE - 877-726-6526 MILLWORK ARMORED PROTECTION SOLID SURFACE SS-1 CORIAN SOLID SURFACE SAVANNAH COUNTERTOPS - 800-4CORIAN (800-426-7426) SEALANT MAPEI MAPESIL T (SILICONE) 23 CLEAR CAFE COUNTERTOP TO BACKSPLASH JERE STREET 770-350-3417 JOINT JSTREET@MAPEI.COM MISCELLANEOUS SEALANT MAPEI KERACAULK S (SANDED) 14 BISCUIT RESTROOM COUNTERTOP TO TILED JERE STREET 770-350-3417 WALL JOINT - TO MATCH GROUT GRT-2 JSTREETCa MAPEI.COM EXTERIOR FINISH MATERIAL LEGEND FINISH MATERIAL CODE MANUFACTURER PRODUCT COLOR / OPTIONS SIZE LOCATION REMARK CONTACT SURFACE PAINT EPT-1 - SEE SPECIFICATIONS COLOR TO BE DETERMINED EXTERIOR PAINT (STUCCO SURFACES/ H.M. DOORS AND FRAMES) REFER TO BUILDING ELEVATIONS. EXTERIOR PAINT PAINT EPT-2 - SEE SPECIFICATIONS COLOR TO BE DETERMINED EXTERIOR PAINT (STRUCTURAL COLUMNS/ BEAMS AT COVERED ENTRY) REFER TO BUILDING ELEVATIONS. STONE ST-1 ELDORADO LONGITUDE 24 WILD OAT 12" X 24" SEE EXTERIOR ELEVATIONS AND STONE VENEER DETAILS PRECAST PC-1 - - COLOR TO BE DETERMINED - SEE EXTERIOR ELEVATIONS AND PRECAST CONCRETE DETAILS COPING CAP LINEAR METAL LMC-1 MBCI, L.P. FW-120-1 (12" PANEL W/ 6" COLOR TO BE DETERMINED 0'-8" X 10'-0" PLANK EXTERIOR CANOPY UNDERSIDE, SEE EXTERIOR SOFFIT PANEL BEAD) REFLECTED CEILING PLAN SOFFIT FIBER FIBER CEMENT WALL FCC-1 NICHIHA ARCHITECTURAL WALL COLOR TO BE DETERMINED N/A SEE EXTERIOR ELEVATIONS AND CEMENT PANELS PANEL DETAILS CLADDING DEFS SYSTEM DFS-1 STO CORP. - COLOR TO MATCH EPT-1 N/A SEE REFLECTED CEILING PLAN EXTERIOR CEILING BRICK PAVER PVR-1 - BRICKPAVERS COLOR TO BE DETERMINED 4" x 8" x 2 1/4" SEE CIVIL FOR MORE INFORMATION BRICK PAVERS ALUMINUM ACM ACM-1 - SEE SPECIFICATIONS COLOR TO BE DETERMINED SEE EXTERIOR ELEVATIONS AND COMPOSITE DETAILS MATERIAL r� c CV co 00 N N O N N - FINISH MATERIAL GENERAL NOTES GENERAL: PAINT AND WALLCOVERING (CONT'): 1. ALL INTERIOR FINISH SPECIFICATIONS AS REQUIRED BY THE ARCHITECT ARE INCLUDED 11. PREPARE ALL SURFACES TO RECEIVE PAINT ACCORDING TO PAINT MANUFACTURER'S HEREIN. CONTACT THE ARCHITECT FOR CLARIFICATION OF ANY AMBIGUITIES, SPECIFICATIONS. PRIME GYPSUM BOARD SURFACES WITH ONE COAT PRIMER. PREPARE DISCREPANCIES OR OMISSIONS BEFORE PROCEEDING. AND PRIME MASONRY SURFACES WITH 2 COATS BLOCK FILLER. 2. WALL AND BASE MATERIAL INDICATED IN FINISH SCHEDULE IS TYPICAL FOR ALL VERTICAL 12. APPLY 1 COAT OF PRIMER AND 2 COATS OF FINISH PAINT, UNLESS NOTED OTHERWISE. SURFACES IN THE DESIGNATED SPACE, UNLESS NOTED OTHERWISE. 13. PREPARE AND PRIME SURFACES TO RECEIVE WALLCOVERING WITH MANUFACTURER- 3. ALL FINISHES ARE INDICATED IN THE FINISH SCHEDULE OR NOTED IN THE DRAWINGS. NO APPROVED PRIMER. FINISH SUBSTITUTIONS WILL BE ACCEPTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. GENERAL CONTRACTOR IS TO SUBMIT SAMPLES OF ALL SPECIFIED FINISH MATERIALS TO CERAMIC TILE: ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 14. INSTALL SCHLUTER TRANSITION STRIP AS SHOWN IN FINISH LEGEND AND FINISH PLANS AND INTERIOR ELEVATIONS. 4. ALL EXPOSED GYPSUM BOARD EDGES SHALL HAVE A METAL "LC" BEAD FLOOR TO CEILING. PARTITIONS SHALL BE CONTINUOUS OVER DOORS, SAME AS ADJACENT WALLS, WHERE 15. WHERE FINISH FLOOR MATERIAL SEAMS OCCUR AT DOORS, THEY ARE TO BE PARALLEL GYPSUM WALL BOARD CONTINUES TO STRUCTURE ABOVE. WITH THE DOOR IN THE CLOSED POSITION AND CENTERED ON THE THICKNESS OF THE DOOR, UNLESS INDICATED OTHERWISE BY NOTE ON FINISH SCHEDULE OR ON FLOOR 5. ALL STRUCTURAL COLUMNS AND MISCELLANEOUS GRILLES, PLATES ETC. OCCURRING ON PLAN. WALLS OR CEILINGS SHALL BE FINISHED TO MATCH THE WALL OR CEILING ON WHICH THEY OCCUR, UNLESS NOTED OTHERWISE. 16. FOR TILE INSTALLED ON CONCRETE ON -GROUND, INSTALL CERAMIC TILE PER TCNA DETAIL F115-15. 6. ALL VERTICALLY MOUNTED BUILDING ACCESSORIES (I.E.. DOOR STOPS, COAT HOOKS) SHALL BE MOUNTED ON PARTITIONS WITH IN -WALL BLOCKING AS REQUIRED. DO NOT 17. PROVIDE PERIMETER JOINT, PER TCNA DETAIL EJ171G-15 AT ALL LOCATIONS WHERE MOUNT ANY BUILDING ACCESSORIES ON DOORS. TILEWORK ABUTS RESTRAINING SURFACES SUCH AS PERIMETER WALLS, DISSIMILAR FLOORS, CURBS, COLUMNS, PIPES, CEILINGS, AND WHERE CHANGES OCCUR IN BACKING 7. WHERE PARTITIONS ABUT BUILDING WINDOW MULLIONS, SEAL GAP WITH ACOUSTICAL MATERIALS, BUT NOT AT DRAIN STRAINERS. SEALANT BETWEEN PARTITION AND WINDOW MULLION. 18. PROVIDE MOVEMENT JOINTS, PER TCNA DETAIL EJ171 F-15 AT A MAX. OF 25' O.C. EACH 8. CONTRACTOR SHALL PROVIDE 5% OVERSTOCK OF FLOOR TILE, CARPET TILE AND CEILING WAY FOR SLABS ON -GRADE, 12' O.C. EACH WAY FOR SLABS ABOVE -GRADE, OR AT TILE FOR OWNER'S STORAGE. LOCATIONS SHOWN ON FINISH PLANS. 9. ALL FLOORING TO CONTINUE UNDER ALL MILLWORK, EQUIPMENT, BEVERAGE STATIONS, 19. PROVIDE CONTRACTION JOINTS, PER TCNA DETAIL EJ171 B-15 AT ALL STRUCTURAL AND SELF-SERVICE AREAS. CONTRACTION JOINTS. PAINT AND WALLCOVERING: 20. CERAMIC TILE MOVEMENT AND CONTRACTION JOINTS TO BE 1/4" MIN., BUT SHALL NEVER 10. ALL SURFACES TO RECEIVE FINISHES SHALL BE SMOOTH AND FREE OF DEFECTS. GYPSUM BE LESS THAN THE WIDTH OF THE SAW -CUT CONTROL JOINT. JOINTS DIRECTLY OVER BOARD SURFACES TO RECEIVE EGGSHELL OR FLAT PAINT OR WALLCOVERING SHALL BE STRUCTURAL JOINTS SHALL NEVER BE LESS THAN THE STRUCTURAL JOINT. FINISHED TO GYPSUM ASSOC. LEVEL 4 FINISH. PAINT AND WALLCOVERING SUBCONTRACTORS ARE TO NOTIFY CONTRACTOR FOR CORRECTION OF ANY 21. ANY COMBUSTIBLE INTERIOR TRIM SHALL BE CLASS A, B, OR C MATERIAL WITH A FLAME UNACCEPTABLE CONDITIONS PRIOR TO PROCEEDING WITH FINISH APPLICATION. GYPSUM SPREAD RATING OF 200 OR LESS. BOARD SURFACES TO RECEIVE SEMI -GLOSS OR GLOSS PAINT SHALL BE FINISHED TO GYPSUM ASSOC. LEVEL 5 FINISH. NOTE: G.C. TO SUBMIT PRODUCT DATA/ PHYSICAL SAMPLES FOR ALL FINISH SELECTIONS FOR ARCHITECT/ OWNER APPROVAL PRIOR TO FINAL SELECTION. REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES FOR CONSTRUCTION ISSUE DATE: 01.24.2022 z 0 a m U cn w 0 w Q 0 w Q (n r') Q 1 H p pw� w �w W Q V w CV Lu Z _jM _J — M W V U_ LL = (6 Q0 W J CJ Lu Z o o � W °_ �w a� (oN O U .� O U) U� O J Q W CONTRACT DATE: w w I -- cc •�� o W zo U } z p Q aQ zz ¢ O Fr wo >N z w Ljw Z pp w U co co Lo 0 0 0 o C o z Q a LL W rn • = N C � ujUJ0. �cr; Q i r o FINISH SCHEDULE DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF ;PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, ;OPTED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AP 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. JOB NO. 2021-18 SHEET NO. A300 \ I I I 1 II 1 1 1 1 1 1 1 1 Exam 6 P-115 d- P-1 WipVC-1 F -VT B Exam 5 a. P-114 - LVT-1PVC-1 rF Exam 4 P-113 W P-1 F LVT-1 B VC-1 Exam 3 d P-112 W P-1 F LVT-1 ------------- B VC-1 `Exam 2 a- P-111 W P-1 F LVT-1 B VC-1 ---------------- Exam 1 C P-110 W P-1 F LVT-1 B VC-1 0 FINISH PLAN NORTH 1 (0 Ict 00 N N O N _4 N T SCHLUTER RENO-TK METAL TRANSITION STRIP (PAINTED FINISH TO MATCH ADJACENT MATERIALS), TYP. TILE FLOORING MORTAR CRACK SUPPRESION MEMBRANE CONCRETE FLOOR/ LVT FLOORING TRANSITION DETAIL - TILE TO CONCRETE 6" = 1'-0" 0 0 0 V1 -- WW P-2 W P 5 W P-5 F LVT-1 B WB-1 W P-1 Office w P_1 Exam 8 w P-1 F LT - Office 4 f VC-1 B VC-10-1 F LVT-1 F LVT-1 B P-117 Break Room 0-117 B VC-1 0-116 B VC-1 Exam 8 �MA STATION w:LVT-1 -1 "' F w P-106 B VC-1 1 I i CORRIDOR W ELVT-1 1 F 1 C-107 B VC-1 RR R C-103 � �r-- ------ ---- --- � C-104 � 1 fo; o ; I w P-1 LAB fD-) - W T1 �FLVT-1 --- l�o C-102 (. ❑) W T-1 1 F T-1 �-' BPVC-1 ------ F T-1 � � - _ w P-1 MA STATION F LVT-1 0-106 T-1 0 w o t B VC-1 W T-1()?F 1-1 SAMPLE o PASS THRU F T-1 _'J ( T. / STOR FDr j i& RR RR 105 --- .1 P-103 L----------- -- I- W P-1 1 W P-1 W P-1 W P-1 F LVT-1 1 F LVT-1 F LVT-1 F LVT-1 B VC-1 B VC-1 B VC-1 B VC-1 TRIAGE W P-1 TRIAGE 05 F Lvr i SICK WAITING w P-1 W P-1 0-105 1 P-102 0 -- P-1 W P-2 LVT-1 rRR F LVT-1 PVC-1 TOR 4 B VC-1 P-107 �p W T-1 F LT__ —1) IL W P-1 - �) F LVT-1 B vc-1 Exam 7 P-108 W P-4 �°I 11 W P-1 RISER / UTILITY P-109 1 F LVT-1 B WB-2 RECEPTION C-101 1F LVT-1 B VC-1 WAITING WAITING P-101 0-101 F LVT-1 BPVC-1 OFFICE MGR. 0-102- tOR. W T-1 FOI � 1 F T-1 IP7107 � 1 W P-2 — - F LVT-1 - B VC-1 - W P-1 F LVT-1 Exam 7 B VC-1 0-108 W P-5 W P-1 ❑O � __ �' —_ � F NC GARDEN AREA GARDEN AREA III i O -GENERAL NOTES 1. PROVIDE PAINT (P-1) AT ALL WALLS UNLESS OTHERWISE NOTED. 2. PROVIDE VINYL BASE AT ALL ROOMS UNLESS OTHERWISE INDICATED. 3. PROVIDE CORNER GUARDS (EQUAL TO ACROVYN FS-20) AT ALL CORNER CONDITIONS, U.O.N. - COLOR BY OWNER. 4. PROVIDE VERTICAL SCHULTER TRANSITION STRIP AT ALL ALL OUTSIDE CORNERS OF WALL TILE IN RESTROOMS, TYP. 5. REFER TO FINISH LEGEND ON SHEET A104. 6. REFER TO INTERIOR ELEVATIONS FOR MORE INFORMATION FINISH PLAN KEYNOTES OSCHULTER TRANSITION STRIP - REFER TO DETAILS ON THIS SHEET. ALIGN TILE AS INDICATED IN RESTROOMS 02 -WALL TILE TO ALIGN W/ FLOOR AS SHOWN ON INTERIOR ELEVATIONS. -FINISH PLAN SYMBOLS FINISH PLAN KEYNOTE - SEE KEYNOTE 01 SCHEDULE ABOVE F LVT-1 FINISH SURFACE WHERE FINISH OCCURS LINE OF ROOF OR SOFFIT ABOVE 23 ROOM OR SPACE NUMBER INDICATES WOOD BASE AND n WOOD CHAIR RAIL WB-2, WC-2, REFER TO FINISH SCHEDULE. Exam 6 INDICATES WOOD BASE AND WOOD CHAIR RAIL WB-1, WC-1, REFER TO FINISH W P-1 SCHEDULE. F LVT-1 B VC-1.......... INDICATES PVC BASE AND PVC CHAIR RAIL PVC-1, PVC-2, REFER TO FINISH _ SCHEDULE. Exam 5 W P-1 F LVT-1 B PVC-1 1 i � Ex 4 Exam W P-1 F LVT-1 B VC-1 Exam 3 W P-1 F LVT-1 F LVT-1 B VC-1 B PVC-1 7 ---------------- I,�it1��i,Ic • 1 Exam 2 0-111 � T cr W P-1 F LVT-1 B PVC-1 1 I —7]j Exam 1 0-110 JAN. W P-1 •' 0-109 F LVT-1 B PVC-1 REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01.24.2022Cn Cc rn C/ CM J ��_ W _j Q o W W V W N WI_ Z Q u7 Z JM J — c+� W U vi W J W� �� ~ U �T Z 13 '0 } LV ° _ (0w a °° N cfl O V +>' °� Z . U O O� U� W O J Q W A O CONTRACT DATE: � �a3 W ZO 0 �a Q zz o cc z z w w ?� ww z pp w U J 06 co LO 0 0 � o C O •� 0 ■_ M O � a M J r •� Q wuj W 0 • O rn 0 Q o z 0 a U W 0 w a 0 w FINISH PLAN DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. A301 NORTH 0 L0 TM W N N O N N T_ CEILING LEGEND SYMBOL DESCRIPTION CEILING TYPE SUSPENDED ACOUSTICAL CEILING SYSTEM - REFER ALSO TO FINISH -:T MATERIAL LEGEND PAINTED GYP. BD./ STUCCO CEILING - REFER ALSO TO FINISH MATERIAL LEGEND HVAC & MISC. A B D F H K Fz-l DIFFUSER - SUPPLY LLJI DIFFUSER - RETURN W DIFFUSER - EXHAUST ELECTRICAL RECESSED LED ACCENT LIGHT 2x2 RECESSED LED TROFFER 2x4 RECESSED LED TROFFER EXIT SIGNAGE - LOCATED FOR POSITION r ONLY. REFER TO LIFE SAFETY PLANS FOR 1 MORE INFORMATION AND LIGHTING PLANS FOR FIXTURE TYPE. GENERAL NOTES: 1. PROVIDE OUTDOOR FAN AT EXTERIOR BREAK AREA EQUAL TO HAIKU, BAF, WHITE, BOTT. AT 7'-6" A.F.F. KEYNOTES: 1 PROVIDE 8'-0" A.F.F. GYPSUM BOARD BULKHEAD AT DOOR -LESS TRANSITIONS BETWEEN ROOMS WHERE NOTED. REFLECTED CEILING PLAN 3/16" = 1'-0" REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, :COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT NRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022 z O a U cn w 0 w a p w a �\ u) m °�- w o w u- Q W �a V w � U Q� Lu Z JM cy) W V ULL = Qo cl w Lij J_ N= Z o °C W °_ ow (° w a� 00N 0 r.0 O U) O� U%� P4 r!, O J a W ® Ix CONTRACT DATE: N ww ti >p ti Q •j� o 0Z o W Z0 U zp Q as Q zz O EEz z u' 0 w >N W w Z pp w U_ J 06 co Lo 0 0 0 � 0 C o •� 0 o. " • c10 J r�=o w W woo G� _ v � C6 i v a0 M REFLECTED CEILING PLAN DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. A401 J I 1 II I III 11 I I I 1 11 I 1 1' I Ill 11 IFNI 1 1� 1<"1 �7�9'1�' I I III I I I I' 11 1 1 1 1 1 _ _ ,_ I11 I J Y _ '1 11 6 T 00 N N O N N T wI � I ' �I' I A Pl�crt ��' � � II • � � 4 FOR CONSTRUCTION ISSUE DATE: 01.24.2022cn Q � cn co Q CC Fw-- � l pw J Q W cn Cc �a C.)W cmW H V z It QIt z _J co JQ J J co W V vLL =QoJ Lu�� _ — Z o °C W °_ (ow a oN O z .r. U O U) �Tn U� W O J Q W � 1 �1' CONTRACT DATE: w w I- Q 3 0 QZ O W Za U zP Q c� < Q zz O mZ z w >w N W Ww Z pp w U_ J 06 co Io LD O O O O C o Q L a LL � �1 ♦ J _ = N • • • LL W w 0 J W L � ^V 0 0 W = 4-9C6 L � Q O c z O a U w 0 w F- Q w tr BUILDING SECTIONS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. A501 It TO WALL WALL �- 16'-0" rh FIRST FLO WALL SECTION rn T 00 N N O N N T A A 7 4 T.O. WALL _16'_ of jk� FIRST FLO lu 0'-0" WALL SECTION 1 " = 1 '-0" WALL SECTION 1" = 1'-01, WALL SEA; I IUN KEYNU I E5 LANDSCAPING / FINISH GRADE ON COMPACTED EARTH, SLOPE AWAY FROM BUILDING - 295 REFER TO CIVIL DRAWINGS 311 1/2" THICK CONT. EXPANSION STRIP 331 REINFORCED CONCRETE SLAB ON GRADE - REFER TO STRUCT. 332 REINFORCED CONCRETE FOOTING - REFER TO STRUCT. 335 CONCRETE SIDEWALK/PAVING - REFER TO CIVIL DRAWINGS 421 REGULAR C.M.U. - REFER TO STRUCTURAL DRAWINGS ARCHITECTURALLY EXPOSED, SANDED, PRIMED, & PAINTED, STRUCTURAL STEEL 511 FRAMING - REFER TO STRUCTURAL DRAWINGS AND FINISH PLANS. 512 CURTAIN WALL ANCHOR, DESIGNED BY CURTAIN WALL SUPPLIER 513 STRUCTURAL STEEL FRAMING - REFER TO STRUCTURAL DRAWINGS 514 STRUCTURAL STEEL ANGLE - REFER TO STRUCTURAL DRAWINGS 521 STRUCTURAL STEEL BAR JOIST - REFER TO STRUCTURAL DRAWINGS 531 STRUCTURAL STEEL DECK - REFER TO STRUCTURAL DRAWINGS 541 6" EXTERIOR COLD FORMED METAL FRAMING - REFER TO STRUCTURAL DRAWINGS AND COLD FORMED METAL FRAMING NOTES 1" EXTERIOR COLD FORMED METAL Z-FURRING, MIN. 18 GA. - REFER TO STRUCTURAL 542 DRAWINGS AND COLD FORMED METAL FRAMING NOTES 543 1-1/2" EXTERIOR COLD FORMED METAL FRAMING - REFER TO STRUCTURAL DRAWINGS AND COLD FORMED METAL FRAMING NOTES O8" EXTERIOR COLD FORMED METAL FRAMING - REFER TO STRUCTURAL DRAWINGS AND 544 COLD FORMED METAL FRAMING NOTES CONCRETE FILLED STEEL BOLLARD WITH ROUNDED CONCRETE CAP - REFER TO 551 STRUCTURAL DRAWINGS 571 BREAK METAL CORNER 611 3/4" F.R.T. EXTERIOR PLYWOOD SHEATHING 612 5/8" F.R.T. EXTERIOR PLYWOOD SHEATHING 613 EXTERIOR GRADE WOOD BLOCKING 614 1/2" DENSDECK PRIME SHEATHING, TYP. 615 5/8" FIBERGLASS FACED EXT. GYP. SHEATHING 711 DRY-LOK MOISTURE BARRIER ON MASONRY WALL SYSTEM 721 10 MIL UNDER -SLAB VAPOR RETARDER. STEGO-WRAP CLASS A OR EQUAL 722 FLUID -APPLIED WEATHER BARRIER (TYVEK WB+ OR EQ.) 723 RIGID ROOF INSULATION - R25 MINIMUM - SLOPE TO DRAIN - REFER TO ROOF PLAN 724 CORE -FILL 500 MASONRY FOAM INSULATION 725 1 1/2" RIGID INSULATION, FOAMULAR INSULPINK-Z, FULLY ENCAPSULATED 726 FIBERGLASS BATT INSULATION, R-19 741 NICHIHA PANEL 742 METAL PANEL CLADDING, REFER TO FINISH LEGEND 743 A.C.M. PARAPET CAP. - PROVIDED AND INSTALLED BY HMA APPROVED ACM VENDOR 744 A.C.M. CEILING SYSTEM - PROVIDED AND INSTALL BY HMA APPROVED ACM VENDOR 745 STANDING SEAM METAL ROOF 751 TPO FULLY ADHERED MEMBRANE ROOFING - REFER TO SPEC. ON ROOF PLAN SHEET TPO FULLY ADHERED MEMBRANE ON WALL. EXTEND UP OVER PARAPET - REFER TO 752 PARAPET CAP DETAILS 760 KYNAR FINISHED METAL FLASHING KYNAR FINISHED METAL COPING WITH CONT. 24 GA. GALV. STEEL CLEAT (OMG 761 ROOFING PRODUCTS OR EQ.) 762 KYNAR FINISHED MASONRY METAL REGLET WITH REMOVABLE COUNTER FLASHING 791 BACKER ROD AND SEALANT 831 HOLLOW METAL DOOR - REFER TO DOOR SCHEDULE 841 STRUCTURAL GLAZED CURTAIN WALL SYSTEM - REFER TO GLAZING ELEVATIONS 842 ALUMINUM -FRAMED STOREFRONT SYSTEM - REFER TO GLAZING ELEVATIONS AND DOOR SCHEDULE 843 FRAMELESS GLASS WALL OFFICE SYSTEM - REFER TO GLAZING ELEVATIONS 921 8" 20 GA METAL STUD FRAMING AT 16" O.C. 922 6" 20 GA METAL STUD FRAMING AT 16" O.C. 923 3-5/8" 20 GA METAL STUD FRAMING AT 16" O.C. 924 1-5/8" 20 GA METAL STUD FRAMING AT 16" O.C. 925 5/8" GYPSUM WALL BOARD (G.W.B.) 926 CORNER BEAD / J-TRIM 927 PORTLAND CEMENT PLASTER (ASTM C-926) 928 1-1/2" 20 GA METAL FURRING AT 24" O.C. 929 7/8" 20 GA METAL FURRING AT 16" O.C. 931 FINISH FLOOR - REFER TO FINISH PLAN 951 FINISH CEILING - REFER TO REFLECTED CEILING PLAN 1241 ENTRANCE FLOOR MAT WITH DRAIN PAN - REFER TO FINISH PLAN AND PLUMBING 1331 PRE-ENGINEERED METAL BUILDING FRAME 211 TRENCH DRAIN - REFER TO PLUMBING 21 KYNAR FINISHED GUTTER / DOWNSPOUT - REFER TO PLUMBING 121 COMPACTED STRUCTURAL FILL - REFER TO STRUCTURAL DRAWINGS AND GEOTECH REPORT REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01.24.2022 1 W �0 a Lu W It N Z � V Q `0 _jM J cy) W V ULL = Qo cl W � Lu N Z 0000 °C CG G (Duj aG �W � N O V Z .� O L) W° o...4 _ J Q W 1 P�l O CONTRACT DATE: Q j oZ W z0qq>_ ? F c� a ZZ cc Z w CD >N Ljw o❑ O 0 v Q a o z w W Z w U J 06 co Lo 0 0 0 � o C o •� z Q i � a J A♦ W• J co co �_ rn • = N J W Q ui.o � r V mo:/ Q co\qw WALL SECTIONS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. A551 a M T 00 N N N N T I C 4 5 _ rh T.O. WALL l 16'-Off Agh JOIST BEARING 14' - 3" navy FIRST FLOOR _ _ _ _ _ Ah FIRST FLOOR ' I q a e � WALL SECTION 1 " = 1 '-0" I I � 761 614 7 A900 752 751 — — —, ' 723 531 724 0 0 c 000 421 000 - - o°o 927 - -- - - ocO xz \\ X a 514 925 c� 725 928 WALL SECTION 1 925 923 WALL SECTION / REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES 8 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022Cc �c ()M Q F— �� 1 0 ow (� a W �a U w N LuH U Q� Z J co � Q J J c) W V ULL = Q o u� � wJ Lu ~� N= Z 000 Iz W °= (DLu a� �w �p N O V Z O U' P4 ram, O a D o CONTRACT DATE: N W W t` >p � a s OZ O W Z O U �a Q zz O Ec z z w w > � ww z pp w U_ J O to O O O �.= z Q 0. tJi . co ■(� C N M = u u W A. 0 W L � U � V Q o WALL SECTIONS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR z 0 a U U W 0 W Q 0 w JOB NO. 2021-18 SHEET NO. A552 L0 00 N N O N Nt N T UNDERSIDE OF ROOF DECK BACKER ROD & SEALANT 1 1/2" RIGID INSULATION (FOAMULAR INSULPINK-Z) FULLY ENCAPSULATED W/ GYPSUM BOARD TO UNDERSIDE OF DECK 3 5/8" MTL. STUDS @ 16" O.C. 5/8" GYPSUM BOARD PAINTED AS SCHEDULED BASE AS SCHEDULED - REFER TO FINISH SCHEDULE FLOOR FINISH - SEE FINISH PLANS 4 WALL TYPE C1 REFER TO WALL SECTIONS FOR TOP OF WALL EXTERIOR FINISH - REFER TO EXTERIOR ELEVATIONS 8" CMU WITH CORE -FILL 500 INSULATION IN ALL NON -GROUTED CELLS VAPOR BARRIER - REFER TO WALL SECTIONS AND SPECS REFER TO WALL SECTIONS FOR BASE OF WALL 00 �O } 0 00000 ; REFER TO WALL 00000 1 "0SECTIONS FOR TOP OF 0000° x REFER TO WALL 0 ° 0 ° 0 SECTIONS FOR TOP OF 000°0 , WALL ° ° WALL Ovn_"O � o O UNDERSIDE OF ROOF o°o°o 000°o X DECK o00°0 UNDERSIDE OF ROOF O�OO°o °0000 DECK o 0 00000 ° O O BACKER ROD & "' o 0 0 0 0°�00� SEALANT 0 0 o 0 0 �' 0 000 0°°°0 �x - "\ °° °° 000°0 0�0°0 "', 0° 0° 0 EXTERIOR FINISH - 0 0 0°0°0 REFER TO EXTERIOR - o°o°O �A EXTERIOR FINISH - °0° ELEVATIONS X: o°c°0° " REFER TO EXTERIOR O ' — 0 ELEVATIONS 0 0 0 0 x o O 0 o 0 00D0 8" CMU WITH CORE -FILL '� °0000 500 INSULATION IN ALL o ° o ° 0 8" CMU WITH CORE -FILL ° o ° 0 ° NON -GROUTED CELLS - ° ° 500 INSULATION IN ALL X. 00000 0 0 0' 1 1/2" RIGID INSULATION °O000 NON -GROUTED CELLS X O°o°o (FOAMULAR INSULPINK-Z) 0°0°0 FULLY ENCAPSULATED W/ °0°0° r ° ° GYPSUM BOARD TO �� 0000o 10000ozVAPOR BARRIER - o°°°° / UNDERSIDE OF DECK �� OOO REFER TO WALL ° ° -_ OOOoo SECTIONS AND SPECS 0 0 0 0 1 1/2" METAL Z- 0°000 { FURRING @ 24" O.C. 0°000 • 0 5/8" GYPSUM BOARD - • 0 PAINTED AS SCHEDULED X O O 00 < iODO00�j - DO O0 0 0 BASE AS SCHEDULED - 00 O° o 0°0°0 % REFER TO FINISH X0 000000000 0 FLOOR FINISH - SEE ° o ° o ° " REFER TO WALL SCHEDULE O o ° o ° X ° o ° o ° SECTIONS FOR BASE FLOOR FINISH -SEE o 0 0 ; REFER TO WALL FINISH PLANS ° O O �., k , o ° o ° o OF WALL ° O ° O ° SECTIONS FOR BASE 0 0 0 FINISH PLANS o O o 0 0 �� 00,0000 OF WALL o { X O oO � o o o , WALL TYPED 3 )_�ALL TYP" = 1'-0" BRACE TO STRUCTURE AT 48" O.C. MINIMUM SPACING CEILING LINE - REFER TO REFLECTED o CEILING PLAN SOUND BATT 6" METAL STUDS SPACED @ 16" O.C. 5/8" GYPSUM BOARD PAINTED AS SCHEDULED BASE AS SCHEDULED - REFER TO FINISH SCHEDULE FLOOR FINISH - SEE FINISH PLANS )_�ALL TYPE B / B1 BRACE TO STRUCTURE AT 48" O.C. MINIMUM SPACING CEILING LINE - REFER TO REFLECTED o CEILING PLAN SOUND BATT 3 5/8" METAL STUDS SPACED @ 16" O.C. 5/8" GYPSUM BOARD PAINTED AS SCHEDULED BASE AS SCHEDULED - REFER TO FINISH SCHEDULE FLOOR FINISH - SEE FINISH PLANS WALL TYPE A / Al -GENERAL NOTES 1. ENSURE THAT FOIL FACE IS INSTALLED TOWARDS THE EXTERIOR OF THE BUILDING WHEN LOCATED ONLY ON ONE SIDE OF THE INSULATION. 2. THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR SWITCH BOXES SHALL NOT EXCEED 16 SQ. IN. THE AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SO. IN. PER 100 SO. FT OF WALL SURFACE. METALLIC BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MIN. HORIZONTAL DISTANCE OF 24 IN. THIS DISTANCE MAY BE REDUCED WHEN 'WALL OPENING PROTECTIVE MATERIALS' ARE INSTALLED. 3. 1 1/2" RIGID INSULATION NOT REQUIRED FOR INTERIOR FURRED WALLS - ONLY AT EXTERIOR CONDITIONS OR BETWEEN CONDITIONED AND NON -CONDITIONED SPACES. 4. G.C. TO EXTEND INSULATION FROM FLOOR TO ROOF/DECK ABOVE AT ALL EXTERIOR WALLS TO ENSURE A FULL THERMALLY ENCLOSED BUILDING ENVELOPE. ENSURE THAT RIGID FOAM INSULATION IS FULLY ENCAPSULATED WITH GYP. BD AS REQ'D. 5. REFER TO INTERIOR ELEVATIONS FOR LOCATION OF WALL TILE ON (WET WALLS). 6. PROVIDE SOUND-BATT INSULATION IN ALL WALLS THAT ENCLOSE A SPACE OR ROOM. 7. PROVIDE TILE AND BACKER BOARD AT ALL RESTROOM WALL LOCATIONS. FOR TYPE B1 * - OMIT BRACING, EXTEND STUDS, GYP. BD. & SOUND BATTS TO STRUCT. FOR TYPE Al - OMIT BRACING, EXTEND STUDS, GYP. BD. & SOUND BATTS TO STRUCT. REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES IIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT RITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE A iOJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022 z 0 L U cn w 0 w Q 0 w cc cC co Mrn (n , Lu J � O ui cr J Q W �a V V W N W� Z a� J(y) co W U ILL = _U C/ Q0 W J N uj = Z 0 0 °C G W 00 a� (N O V +>'+ Z s~ U O OCCS U) � Ux P4 O J Q W CONTRACT DATE: N ww ti ?° OZ W o Z0 zz o crZ w >N z w Ww W Z 00 w U J 06 co lf� 0 tm Cl o �.� O 0 o � w ^•.. J 11 C Q (nLuLuo J • O 4) m - a) _ i Qo r co WALL TYPES DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. A575 � I PRECAST LINTEL - REINFORCE AND FILL SOLID W/ GROUT RETURN 5/8" GYP. BD. AS INDICATED (SEE WALL TYPES) PROVIDE CONT. SEALANT AND BACKER ROD AS REQ'D. HOLLOW MTL. FRAME, PAINTED FLUSH DOOR, REFER TO DOOR SCHEDULE DETAIL AT HM DOOR HEAD (CMU) 3" = V-0" CMU - REINFORCE AND FILL SOLID W/ GROUT RETURN 5/8" GYP. BD. AS INDICATED (SEE WALL TYPES) PROVIDE CONT. SEALANT AND BACKER ROD AS REQ'D. HOLLOW MTL. FRAME, PAINTED FLUSH DOOR, REFER TO DOOR SCHEDULE 3ENEHAL UOOH NOTES 1. SEE FINISH SCHEDULE AND EXTERIOR ELEVATIONS FOR DOOR & FRAME FINISHES NOT INDICATED. 2. ALL EXTERIOR EGRESS DOOR ASSEMBLIES TO HAVE A SIGN IN BLACK LETTERS NOT LESS THAN 1" HIGH ON A CLEAR BACKGROUND THAT READS "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED." COMPLAINCESIGNS.COM PRODUCT #NHE-1 001 8-CLEAR OR EQUAL. MOUNT SIGN ABOVE DOOR ON DOOR FRAME. 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING THAT THE DOORS ORDERED ON BEHALF OF THIS PROJECT CONFORM WITH INTENT OF THE DRAWINGS, ESPECIALLY WITH REGARDS TO SIZE, TYPE, DIRECTION OF SWING, AND OPERATION. 4. THE CONTRACTOR SHALL INSTALL THE DOORS AT THE PROPER ELEVATIONS & IN ALIGNMENT WITH OTHER WORKS PER THE DRAWINGS AND DETAILS AND SHALL LEVEL, SQUARE AND PLUMB IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND SHOP DRAWINGS. UPON COMPLETION OF INSTALLATION, THE CONTRACTOR SHALL MAKE ALL NECESSARY FINAL ADJUSTMENTS TO ATTAIN NORMAL OPERATION OF THE DOORS AND THEIR HARDWARE. AFTER INSTALLATION THE CONTRACTOR SHALL PROTECT ALL EXPOSED PORTIONS OF THE WORK FROM DAMAGE. 5. ALL DOOR HARDWARE SHALL COMPLY WITH THE PROVISIONS OF THE AMERICANS WITH DISABILITIES ACT AND ANY OTHER ACCESSIBILITY REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. THE MOST STRINGENT OF THE ABOVE STANDARDS SHALL APPLY. REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO OPERATING MECHANISM DESIGN AND REQUIRED OPENING FORCE. 6. FINISH STOREFRONT DOORS TO MATCH FRAMING UNLESS NOTED OTHERWISE. HARDWARE ON STOREFRONT DOORS TO MATCH FRAMING UNLESS NOTED OTHERWISE. 7. ALL WOOD DOORS SHALL BE SOLID CORE, LAMINATE, UNLESS OTHERWISE NOTED. 8. ALL GLASS IN INTERIOR DOORS, INCLUDING STOREFRONT, TO BE SINGLE -GLAZED TEMPERED. 9. GLASS STOPS TO BE SUPPLIED BY DOOR SUPPLIER. GLASS STOPS IN WOOD DOORS TO MATCH DOOR FACE VENEER AND FINISH. GLASS STOPS STYLE IN WOOD DOORS TO BE VT INDUSTRIES VT7 MOULDING OR APPROVED EQUAL. GLASS STOPS IN HOLLOW METAL DOORS TO BE PAINTED TO MATCH DOOR FACE. GLASS STOPS STYLE TO BE STEELCRAFT DEZIGNER TRIM OR APPROVED EQUAL. 10. SIGNAGE ON RESTROOM DOORS SHALL BE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS IN ACCORDANCE WITH RELEVANT CODES. 11. CONTRACTOR SHALL OBTAIN KEYING REQUIREMENTS FROM OWNER, AND SHALL COORDINATE KEY SYSTEMS AND KEYING SCHEDULE TO COMPLY WITH OWNER REQUIREMENTS. 12. CLOSERS TO BE GRADE 2 OR BETTER, 50% ADJUSTABLE, BHMA ALUMINUM FINISH (686) SUBJECT TO DISABLED ACCESSIBILITY AND OTHER CODE REQUIREMENTS. 13. EXTERIOR HOLLOW METAL DOORS SHALL BE LEVEL 3 PHYSICAL PERFORMANCE LEVEL A, MODEL 2, SEAMLESS. DOORS SHALL HAVE A TOP STEEL CLOSER CHANNEL. ALL COMPONENTS SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 653/A 653M WITH MANUFACTURERS STANDARD COAT THICKNESS. ALL EXTERIOR DOORS TO BE INSULATED (U VALUE SHALL BE 0.615.) DOOR ASSEMBLIES SHALL WIND TESTED IN ACCORDANCE WITH ASTM 3 C 1363. 14. PAINT EXTERIOR H.M. DOORS AND FRAMES TO MATCH ADJACENT FACADE MATERIAL REFER TO FINISH PLANS FOR PAINT COLOR/ TYPE W/ SEMI -GLOSS FINISH. 15. PROVIDE CONCEALED FASTENERS FOR SURFACE MOUNTED OVERHEAD DOOR CLOSERS. 16. PROVIDE CLOSER ON ALL EXTERIOR AND BATHROOM DOORS. 17. ALL INTERIOR FRAMES TO BE WELDED. Ll A 1"1r'%1AI A nC 01n1 117-nI 11 r 1 IP'll lV V V P11 1L VVI ILVIJLL HARDWARE GROUP NO. 01 Provide each PR door(s) with the following: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA CYLINDER AS REQUIRED 626 SCH 1 BALANCE OF HARDWARE BY DOOR SUPPLIER HARDWARE GROUP NO. 02 Provide each SGL door(s) with the following: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA CYLINDER AS REQUIRED 626 SCH 1 BALANCE OF HARDWARE BY DOOR SUPPLIER HARDWARE GROUP NO. 04 Provide each SGL door(s) with the following QTY DESCRIPTION CATALOG NUMBER FINISH MFR . D ETAI L AT H M DOOR JAMB CMU 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA STOREROOM LOCK ND80PD RHO 626 SCH 1 EA LOCK GUARD LG10 630 IVE 1 EA SURFACE CLOSER SC81A DEL SS 689 FAL 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA RAIN DRIP 142AA AA ZER 1 EA GASKETING 188SBK PSA BK ZER 1 EA DOOR SWEEP 39A A ZER = REFER TO PLANS FOR WALL TYPES 1 EA THRESHOLD 65A-223 A ZER HARDWARE GROUP NO. 05 METAL STUD BOX FRAME AT HEAD Provide each SGL door(s) with the following: _- QTY DESCRIPTION CATALOG NUMBER FINISH MFR DOUBLE STUD AT JAMB 2 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVE _ 1 EA STOREROOM LOCK ND80PDEU RHO 12V/24V DC 626 SCH 1 EA SURFACE CLOSER SC81A DEL RW/PA 689 FAL PROVIDE CONT. SEALANT AND 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE BACKER ROD AS REQ'D. 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 488SBK PSA BK ZER 1 EA MULTITECH READER MT15 BY DIVISION 28 BLK SCE 1 EA POWER SUPPLY PS902 LGR SCE DOORS NORMALLY CLOSED AND LOCKED. PRESENTATION OF VALID CREDENTIAL UNLOCKS DOOR. FREE EGRESS AT ALL TIMES. UPON LOSS OF POWER DOORS ARE CLOSED AND LOCKED. FLUSH DOOR, REFER TO HARDWARE GROUP NO. 06 DOOR SCHEDULE Provide each SGL door(s) with the following: QTY DESCRIPTION CATALOG NUMBER FINISH MFR i 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA ELEC CLASSROOM LOCK CO-100-CY-70-KP-RHO-PD 626 SCE 1 EA SURFACE CLOSER SC81A DEL RW/PA 689 FAIL 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188SBK PSA BK ZER DETAIL AT HM DOOR HEAD MTL. FRAME 3" = 1' 0" (JAMB. SIMILAR) HARDWARE GROUP NO. 07 Provide each SGL door(s) with the following: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5861 4.5 X 4.5 652 IVE 1 EA STOREROOM LOCK ALX80P6 SAT 626 SCH 1 EA SURFACE CLOSER SC81A DEL RW/PA 689 FAL 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 488SBK PSA BK ZER HARDWARE GROUP NO. 08 Provide each SGL door(s) with the following: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA CLASSROOM LOCK ALX70P6 SAT 626 SCH 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 488SBK PSA BK ZER ►- rn 0 00 N N O N Ict T HARDWARE GROUP NO. 09 Provide each SGL door(s) with the following: QTY DESCRIPTION CATALOG NUMBER 3 EA HINGE 513131 4.5 X 4.5 1 EA CLASSROOM LOCK ALX70P6 SAT 1 EA SURFACE CLOSER SC81A DEL RW/PA 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 1 EA WALL STOP WS406/407CCV 1 EA GASKETING 488SBK PSA HARDWARE GROUP NO. 10 Provide each SGL door(s) with the following: QTY DESCRIPTION CATALOG NUMBER 3 EA HINGE 513131 4.5 X 4.5 1 EA PRIVACY LOCK ALX40 SAT 1 EA SURFACE CLOSER SC81 A DEL RW/PA 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 1 EA WALL STOP WS406/407CCV 1 EA GASKETING 488SBK PSA HARDWARE GROUP NO. 11 Provide each SGL door(s) with the following: QTY DESCRIPTION CATALOG NUMBER 3 EA HINGE 5661 4.5 X 4.5 1 EA PASSAGE SET ALX10 SAT 1 EA WALL STOP/HOLDER WS45 1 EA GASKETING 488SBK PSA HARDWARE GROUP NO. 12 Provide each SGL door(s) with the following: FINISH MFR 652 IVE 626 SCH 689 FAL 630 IVE 630 IVE BK ZER FINISH MFR 652 IVE 626 SCH 689 FAL 630 IVE 630 IVE BK ZER FINISH MFR 652 IVE 626 SCH 626 IVE BK ZER QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 513131 4.5 X 4.5 652 IVE 1 EA PASSAGE SET ALX10 SAT 626 SCH 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 488SBK PSA BK ZER 0 W 2 U U) W W DOOR DOOR FRAME HARDWARE MARK ELEV. WIDTH HEIGHT MATERIAL FINISH ELEV. MATERIAL FINISH SET REMARKS Cl 01 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 09 C102 B 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 08 C103 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 10 C104 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 10 C105 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 07 - C106a A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 05 - C106b A 3'- 0" T - 0" H.M. EPT-1 3 H.M. EPT-1 04 1,2 C107a A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 07 6 C107b A 3'- 0" T - 0" H.M. EPT-1 3 H.M. EPT-1 04 1,2 C107c A 3'- 0" T - 0" H.M. EPT-1 3 H.M. EPT-1 04 1,2 0101 a C2 6'- 0" T - 0" ALUM./ GLASS CLEAR ANODIZED SF ALUM. CLEAR ANODIZED 01 3 0101 b A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 09 - 0102 C 3'- 0" T - 0" ALUM./ GLASS CLEAR ANODIZED SF ALUM. CLEAR ANODIZED 02 3 0103 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 10 - 0104 A T - 0" T - 0" WOOD LAM-2 1 H.M. P-1 10 0107 A2 4'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 06 0108 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 0109 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 07 0110 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 0111 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 0112 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 0113 A T - 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 - 0114 A T - 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 - 0115 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 - 0116 A 3' - 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 - 0117 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 09 - P101 a C2 6' - 0" T - 0" ALUM./ GLASS CLEAR ANODIZED SF ALUM. CLEAR ANODIZED 01 3 P101 b A T - 0" T - 0" WOOD LAM-2 1 H.M. P-1 09 - P103 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 10 - P104 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 10 - P107 A2 4'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 06 - P108 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 - P109 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 07 - P110 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 - P111 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 - P112 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 - P113 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 - P114 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 - P115 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 - P116 A 3'- 0" T - 0" WOOD LAM-2 1 H.M. P-1 11 - P117 A 3'- 0" 7' - 0" WOOD LAM-2 1 H.M. P-1 09 -DOOR COMMENTS/REMARKS 1. PAINT NOTED IS FOR EXTERIOR SIDE OF DOOR. PAINT INTERIOR FRAME AND DOOR TO MATCH ADJACENT INTERIOR WALL PAINT. 2. PROVIDE INSULATED DOOR. 3. ALUMINUM STOREFRONT SYSTEM - REFER ALSO TO GLAZING SHEET FOR FRAME AND GLASS INFORMATION. 4. DOOR TO BE KEYED SEPARATELY FROM REST OF BUILDING. 5. PROVIDE SOUND GASKET AT FRAME OF JAMB/HEAD AND DOOR BOTTOM PROTECTION #3699AA BY ZERO INTERNATIONAL. 6. REQUIRES KEY FROM BOTH SIDES (ALWAYS LOCKED) MOUNTING LOCATION FOR SIGN SHALL BE SO THAT A PERSON MAY APPROACH WITH -IN 3" OF SIGN W/O ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITH -IN THE SWING OF THE DOOR. DETAIL AT TYP. DOOR ELEVATION 1 /4" = V-0" 0'-2" 0'-2" r - � o j j ELEV '1' ELEV '2' DOOR FRAME TYPES 1 /4" = 1 '-0" - N NON -OPERABLE i\j HOLLOW METAL DOOR PANEL (TRANSOM) o N � O O O � ill II �� i ELEV '3' SEE SCHED. SEE SCHED. SEE SCHED. EQ EQ 6" p p W W iV I I � %1 � w r Lu w 0' 4. W U) - -- - -- ELEV 'A' ELEV 'A2' ELEV 'B' DOOR ELEVATION TYPES 1 /41' = 1 '-0" 0 W 2 U Cn W W Cn SEE SCHED. L--- ELEV'C' (ALUMINUM) 0 W U rn W W U) SEE SCHED. Of EQ le EQ 00 o r% ELEV 'C2' (ALUMINUM) REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022 z 0 U w 0 w Q 0 w (6 co rn Q� w J Q � w Mt ❑ a W 0 Lu N W� U Q� Z _j� J J - c10 J W U <_ LL = Q o cl N= Z 00>- W o= C CC O c C (0 Lu a� �N O CU � � Z U O O� Ux W° J W A CONTRACT DATE: cn ; W ccCD ■Q3 Lu zp y >- zp Q 0Q Q zz O ¢z z w W J Cn U) wW z pp W U_ J 06 00 LO 0 0 O �.� O r 0 A J CD li J • co ■� a N �• C LL .� o WLu J ^• Q W L � V (D _ QCD DOOR SCHEDULE/ TYPES/ HARDWARE DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. A600 � I N T 00 N N O N N T 6'-4" SEE DOOR SCHEDULE 00 N I N REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES SEE PLAN - W 2 - 1/4" 1 '-0" —GENERAL NOTES 1. AL DIMENSIONS TO BE FIELD VERIFIED BY GENERAL CONTRACTOR AND CURTAINWALL/ STOREFRONT MANUFACTURER PRIOR TO FABRICATION AND INSTALLATION. 2. ALL EXTERIOR GLAZING UNITS TO BE ARGON FILLED. 3. PROVIDE TEMPERED GLAZING AS REQUIRED BY CODE. 4. EXTERIOR GLAZING PERFORMANCE CRITERIA: A. VISIBLE LIGHT TRANSMITTANCE = 71% B. U-FACTOR (CENTER OF GLASS) = 0.24 C. SHGC = 0.25 5. ALL INTERIOR GLAZING SHALL BE 1/2" CLEAR TEMPERED GLASS, U.N.O. 6. ALL INTERIOR STOREFRONT SHALL BE YKK YES SERIES OR EQUAL. REFER TO ARCHITECTURAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. 7. REFER TO DOOR SCHEDULE FOR DOOR SIZES. 8. THE CONTRACTOR SHALL SUBMIT MANUFACTURER TEST DATA & INSTALLATION/ FASTENING REQUIREMENTS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION & INSTALLATION. 9. EXTERIOR / INTERIOR CURTAINWALL / STOREFRONT SYSTEMS TO BE INSTALLED PER MANUFACTURES INSTRUCTIONS AND RECOMMENDATIONS. 10. PROVIDE SILL FLASHING CONTINUOUS ALONG BOTTOM OF ALL SILL MEMBERS. AT TERMINATION OF SILL FLASHING, PROVIDE END CAP OF EQUAL MATERIAL. SET ALL IN BED OF CONTINUOUS SEALANT. 11. WINDOW SYSTEMS SHOWN ARE BASIS OF DESIGN. APPROVED ALTERNATES ARE TO HAVE SAME DIMENSIONAL PROPERTIES AND RATING REQUIREMENTS FIRST FLOOR 0'-o" GLAZING TYPES: G-2 FRAME TYPES: F-3 SEE PLAN TYP. 5 A900 I N i 1/4" = 1 '-0" 1/4" = 1'-0" 2 A900 TYP. FIRST FLOOR 0'-01, —GLAZING TYPES G-1 INSULATED, IMPACT RATED OUTBOARD LITE: 1/4" PPG SOLARBAN 72 ON STARPHIRE LOW-E #2 AIR SPACE: 1/2" (90%ARGON FILL) INBOARD LITE: 1/4" PPG STARPHIRE G-2 1/2" CLEAR GLASS G-3 IMPACT RESISTANT INSULATED SPANDREL GLASS, OPAQUE WINDOW FILM —FRAME TYPES F-1 MANUFACTURER: YKK AP CURTAINWALL (OR EQUAL) MODEL: YHC 300 OG, 3" x 7 11/16" CAPTURED FRAME, ANODIZED PLUS - COLOR TO BE DETERMINED F-2 MANUFACTURER: YKK AMERICA (OR EQUAL) MODEL: YHS 50 FI, 2 1/2" x 5" CAPTURED FRAME, ANODIZED PLUS - COLOR TO BE DETERMINED F-3 MANUFACTURER: YKK AMERICA (OR EQUAL) MODEL: YES 40 FI, 2" x 4" CLEAR ANODIZED GLAZING TYPES: G-2 FRAME TYPES: F-3 GLAZING ELEVATION KEY NOTES ODOOR - CLEAR (TEMPERED) SAFETY GLAZING - REFER TO DOOR SCHEDULE. FIRST FLOOR 0' -0" 1 GLAZING TYPES: G-1 FRAME TYPES: F-2 W 3 � -"- 1/4" - 1'-0" 2 11 /16" UL--1 FIRST FLOOR 01 - On 4'-0" 19'-4" 1' - 9" SEE DOOR SCHEDULE 2 EQ SEE DOOR SCHEDULE 1' - 8' - 0" >r 2 EQ FIRST FLOOR � 0'-001, GLAZING TYPES: G-1 FRAME TYPES: F-2 1/4" = 1'-0" GLAZING TYPES: G-2 FRAME TYPES: F-3 G-1 FIRST FLOOR � 0'-01, v GLAZING TYPES: G-1, G-3 FRAME TYPES: F-2 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022 q (n CM `v Q��` H .0 Ow U) J Q W �a V W N UjH V Q't z Jc) J — c� �Q J W V _U LL = Qo cl W J Lu N = Z p (o °C =W °_ C (D W cp N 000 U Z �j O U) L) D W O J Q W ► W = W D All. 0 CONTRACT DATE: N w Lu r-- Q �>3 0 OZ o W zo U } ZF Q oa Q zz o ¢z z w0 w 0o w U_ J 06 00 Lo O O O O �o '� Q ■® � O L a A ♦ J co W n ■ = r; C •� L.L c, mui W 0 • O L ai ++ V � i Q M 3'- z 0 a U w w a 0 w GLAZING ELEVATION DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. A601 ELEVATION C-103 WEST 3/8" = 1'-0" ELEVATION P-104 WEST 3/8" = 1'-0" ►-Mo 00 T T 00 N N 0 N N NORTH rxminAl ArNA BAr11 IAITIAIn I Irinl 1-rC% II 1 1 1 I— V 1 V I VlJI V I II V I ILLIuI 1 I NOTE: ALL DIMENSIONS ARE FROM FINISHED FACE OF WALL OR FLOOR. 5" MAX. I 0'-61'-0" Z_ X - MIN. 0'-6" sj _ z MAX. �! OD M Ch i0 = CO co Z Q I� n x co co co cr) N N 117" MIN. _ � Z 0) Q KINKING TOILET GRAB BARS TOILET PAPER FOUNTAIN/KNEE DISPENSER CLEARANCE FIRST FLOOR 0' ELEVATION C-103 SOUTH 3/8" = 1'-0" FIRST FLOOR 0' -0" ELEVATION P-104 SOUTH 3/8" = 1'-0" H RR (: Y ENLARGED FLOOR PLAN RESTROOMS 3/8" = V-0" FIRST FLOOR /1 0'--01, FIRST FLOOR 0'-0" X 00 Q co v Cn URINAL 0 N DIAPER CHANGING STATION U w O x J I! Q W �t Z < 2cr - LL 00 O ' DOOR HANDLE & COAT HOOK —TOILET ACCESSORY SCHEDULE T1 24"x36" FRAMED MIRROR - BOBRICK B-165 2436 T2 SURFACE MOUNTED TOILET SEAT COVER DISPENSER - ASI 0477- SM OR EQUAL. T3 36" GRAB BAR - BOBRICK B-6806 x 36 T4 42" GRAB BAR - BOBRICK B-6806 x 42 T5 XLERATOR HAND DRYER, MODEL XL-SB, BRUSHED STAINLESS STEEL COVER T6 MANUAL SOAP DISPENSER - PROVON ADX HYGIENE SERIES T7 SURFACE MTD. TWIN JUMBO ROLL TOILET TISSUE DISPENSER - BOBRICK B-2892 (OR EQUAL) T8 BABY CHANGING STATION - AS] 9012 OR EQUAL ELEVATION C-103 EAST 3/8" = 1'-0" ELEVATION P-104 EAST 3/8" = 1'-0" FIRST FLOOR n 0'-off FIRST FLOOR 0'-0" D 1,_81, 0 ENLARGED FLOOR PLAN RESTROOMS ninTu - _ � J O � O MOUNTED DISP. DISP. CABINET RODS SINK AND AND MIRROR SHELVES RESTROOM KEYNOTES WALL TILE PER FINISH MATERIAL LEGEND. ACCENT TILE PER FINISH MATERIAL LEGEND (TOP AT 4'-4" A.F.F). DOOR AND FRAME PER DOOR SCHEDULE. SPECIMEN PASS-THRU. 5 ARMAFLEX INSULATION AROUND DRAIN PIPE. ADA ACCESSIBLE TOILET AS SCHEDULED ON PLUMBING DWGS. 7 ) WASH BASIN AND WALL FAUCETS AS SCHEDULED ON PLUMBING PLAN. NOTE: ALIGN WALL TILE W/ FLOOR TILE AS INDICATED ON ENLARGED PLANS ON THIS SHEET. ELEVATION C-103 NORTH 3/8" = 1'-0" ELEVATION P-104 NORTH 3/8" = 1'-0" FIRST FLOOR 0'-0" IST FLOOR 0'-0" REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES ml 0 P101 ENLARGED RESTROOM PLAN NORTH 1 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022 z 0 d U U) w p w p w w co C6 co H p . C7 pLU a: LL Q W U V LU N uj Z Q U-)J� J J J co W V U_ LL = C/ Qo w _J Lu V N2 z o oc)> � W (.0_ C C (D O a- W 00 cD N O U z o �LA Ux P4 =) w O J Q W `: CONTRACT DATE:: cn WLail cc W z0 y P: Q �a zz c o xz W >� z w WW U) Z 0o W U 06 co Lo 0 0 �.� z Em L a 0 M 0 LL LL a� W LL S o w w a a� _ 4-0 U5 Q L o ENLARGED RESTROOM PLANS AND ELEVATIONS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. A700 I rl co N 00 N N O N N T 9' - 0 1 /8" V.I.F. RECEPTION C-101 NORTH g'-41/2"VIF o 1 � Irk pI'I� N 1'-6" of 31 2 N N N J 11 ,- e � REF CD N co [ J; <O CV U 2'-0" 0'-3" 1'-6" 2'-71/2" 00 LAB C-102 NORTH 2 A750 A750 A750 I' -1" 1'-6" 3'-0" 3'-0" 3'-0" 0'-5"1'-0" 4 el N 3 11_ 0„ 3, 9„ 2' - 0„ N 11 2 r i ! co rn 4 � N 1 ' 4 1/2" 3' 0" 3' - 0" 1 ' 2" 1- 3" 2'- 0" Ar 0'- 1 1/2" LAB C-102 WEST 2 O N N N T N N r rn N LAB C-102 EAST 112" = 1'-0" V / 1/2" = 1'-0" % 1/2" = 1'-0" 17' - 0" V.I.F. 3'-6" 4'-0" 2'-0" 4'-0" T-6" Of 3 A750 I 1 A7 2 A750 0 �* --- 4' 5"- or 8 2_ — 4 --- 717 11 C° CV oo N (4 10 —. — 3 4 15 2' 0" 1, 6„ 4' 2" 1'- 6" 01-1 el RECEPTION C-101 WEST F REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES d LAB C-102 W EST 6 0� ENLARGED FLOOR PLAN - C-101 RECEPTION A 1/1nTL1 LAB C-102 NORTH 1/2" = 1'-0" F 10'-0" 12' - 3" V.I.F. 10 9 8 A750 A750 A750 3'- 0" 2'- 6" 1' 0" 3'- 3" 4 N / V ' REF. 6'- 10" N 25 3 N N 15 4 9O� 3 2 11 zo 0'-21/4" 3'-0" 3'-0" 1'-5" of 0'- 0 3/4" BREAKROOM C-106 SOUTH V % 1/2" = 1'-0" INTERIOR ELEVATION - MA STATION 2 1/2" _ V-0" 14'-0" INTERIOR ELEVATION - MA STATION 1 I� I 7 -� k� o 3'-11" 5 A701 LAB —= r 6 C-102 j! II N li 3' - 5" OPENING J i I W J cc: s A7o1 _ I 9 01-91 , ri 11--c 0 ENLARGED FLOOR PLAN - C-102 LAB A Il1C]TLl I �I GENERAL NOTES 1. PROVIDE BLOCKING IN WALL TO SUPPORT ALL WALL MOUNTED FIXTURES. 2. ALL DIMENSIONS TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO FABRICATION AND INSTALLATION OF MILLWORK. 3. THE CONTRACTOR SHALL COORDINATE AND INSURE THAT THE WORK OF OTHER TRADES INSTALLED IN THE MILLWORK IS PERFORMED AS FULLY AND CORRECTLY AS SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 4. ALL EXPOSED SURFACES IN MILLWORK SHALL BE COVERED W/ PLASTIC LAMINATE PER FIN. SCHEDULE. 5. ALL CABINETRY PLANS AND DETAILS ARE INTENDED TO EXPRESS THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL SUBMIT DETAILED PLANS FROM THE CABINET MAKER TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SHEET LEGEND X-X REFER TO FINISH SHEETS MILLWORK KEYNOTES 10 3/4" PLYWD. W/ PLASTIC LAMINATE SURFACE. O3/4" BACKSPLASH. O4" O.C. SATIN ALUMINUM FINISH WIRE PULL. 04 PLASTIC LAMINATE FINISHED DRAWER OR DOOR. �5 WHITE MELAMINE FINISH. OADJUSTABLE SHELVES, PROVIDE SHELF SUPPORT CLIPS. 77 1X WOOD BLOCKING AS REQUIRED. O2X WOOD BLOCKING AS REQUIRED. OPLUMBING FIXTURE, REFER TO PLUMBING PLANS. 10 POWER AND/ OR DATA OUTLET (REFER ALSO TO ELEC. DWGS.). 11 SOLID SURFACE COUNTERTOP 12 BASE (REFER TO FINISH SCHEDULE). 13 PLASTIC LAMINATE BACK W/ SLATS. PROVIDE METAL SHELF SUPPORTS. 14 3/4" PLYWD. W/ PLASTIC LAMINATE SURFACE ALL SIDES OF SUPPORT BRACKET EXPOSED TO VIEW. 15 SLIDE OUT DRAWERS W/ SOFT CLOSE KIT. PROVIDE BEVELED OPENING W/ RACK SUPPORT AT 16 REAR OF DOOR - REFER TO MILLWORK SECTIONS. SEE DETAIL X FOR MORE INFORMATION 17 PROVIDE SLOT FOR DISPENSER OF GLOVES/ PAPER TOWELS. 18 SOAP DISPENSER EQUAL TO PROVON ADX HYGIENE SERIES. 19 EQUIPMENT BY OWNER - G.C. TO COORDINATE W/ ELECTRICAL & PLUMBING DRAWINGS. 20 RED PLEXIGLASS MATERIAL. 21 BLUE PLEXIGLASS MATERIAL. 22 BD RECYKLEEN CABINET, BY OWNER. PROVIDE 6" DIAM OPENING W/ BOBRICK B-529 FOR 23 THRU-COUNTER TRASH HOLE. PROVIDE 4" DIAM AT DENTAL LAB RM. 118. 24 ROLL -OUT BASE CABINET ON CASTERS W/ LOCKS. 25 CABINET MOUNTED MICROWAVE, BY OWNER. 26 3/4" PLYWD. VALENCE LAMINATE W/ CONCEALED LIGHT FIXTURE. 27 PROVIDE HARDWARE SET NO. 11 W/ (2) HINGES - SEE SHEET A850. 28 AIR SUPPLY LINE - REFER TO PLUMBING DWGS. 29 WATER SUPPLY LINE - REFER TO PLUMBING DWGS. 30 CLEAR GLASS SLIDING DOORS - 1/4" THICK (TEMPERED) W/ LOCK 31 SPECIMEN PASS THRU 32 2X WOOD STUDS FRAMED r7a 16" O.C. 33 LOCKERS ENLARGED FLOOR PLAN - MA STATION U 3/811 = 1 I-011 D R, w THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022 z 0 d 0 w 0 w Q 0 w cr co Q 1 0) rn 2� N J 0r ` Lu W � W a W U w N � V uj Q `� z JM l< J J c� 2W V ULL 3: Q o J W�0 �J Z 0 co°C � =) CWC co= G G (0 W a� OC)N CD O V Z O U) O � W° (� 2 J Q CONTRACT DATE:: cn w w r` Q o oZ o W Z4q >_ 5p p U �a a ZZ o ¢Z Z wo UJ >F co Z O 0 w U_ J 0 0 o .� O = 0 — tC a ILL c� �1 ♦ J W ■� C N ,(D _I c o uj Cn Lu 0 ^• 0 W 4-0>- 4a t D i Q o ENLARGED PLANS AND ELEVATIONS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. A701 4 10 0 3/8" = 1'-0" 0 __- MILLWORK LEGEND FOR CONSTRUCTION REFFER TO SHEET A701 FOR GENERAL NOTES/ KEYNOTES. ISSUE DATE: 01 .24.2022 1' - 0" 1 SS-1 1' - 0" 1 SS-1 OF SS-1 100 01 1' - 01, 1 SS-1 10 1'-0" ol 1 SS-1 1 SS-1 1 SS-1 0 5 - ---- - 5 5 0 5 5 1 SS-1 6 5 6 6 z 0 0 0 0 o O N s CV CV N CV tr 3 0 3 U _ 3 3 3 0 N 3 6 6 1 1 iW o �. 2'-1" 9 0 2' - 1" 9 = 2' 1" = 2'- 1" 2' 1" _ 2' 1" N N 10 N N N W SS-1 11 CV tV N N <V � 2'-1" - 01 N S -1 �} N 7T�� 11 SS-1 11 p' _ 1 " SS-1 11 0' - 1 " 1� 11 o r SS-1 11 SS-1 11 0' - 1" N - OSS-1 11 rr N N 15 N 0c M U) co 0 0 r - - - - co 0 O 0 15 8 co 4 0 0 0Lo 3 W 1 M 5 3 �U- 1 5 0 1 LAM-1 p T CV $ N CV N N N N \ T r --- d _ _ _---- . _ _ - --- ct T N '- N CV cm N O O N O N r N N cm N 1 N 15 24 r 7 14 00 °' r r r W C? 6 1 SS-1 8 g g 8 8 8 Q --- - - - - _ / N - - N - N N N M N i f imp f i M 1� M ' O ' M � Y% _ — uj Z Q M JM 1'-83/4" 1'-9" 0'-3" 1'-9" 0'-3y 1' 9" 0' 3" 1'-9" 0'-3y 1'-9" 0'-3" 1'-9" 0' 3" Q J Q J �r W U LL SECTION- EXAM ROOM SECTION H -LAB MILLWORK SECTION G -LAB MILLWORK SECTION E -LAB MILLWORK SECTION A - LAB MILLWORK SECTION C -BREAK ROOM q SECTION B -BREAK ROOM R SECTION A - BREAK ROOM = Q�cli 1.,=1'0" 11.=1' > ♦; uj_ N= Z p � °C = W o= O0- (Dw a� �N rO 2'- 11 5/8" 2'- 11 5/8" U of 01 100 � Z 11 SS-1 - 3 3/8" 0' - 5 7/8' 11 SS-1 11 SS-1 - 3 3/8" 0' - 5 7/8' 11 SS-1 U) 2'- Ill 2' - 1" U ►��-+ 0 0 r N 7 r 7 11 SS-1 iv 11 SS-1 Q 0 0 _ 0 [� o 'J N a r W T N 4 16 5 N - - `� ` N A750 A750 A750 0 4 LAM-1 �, r-1 1 3' - 0" NT CONTRACT DATE: T- ---- -- - - N --- 1'-6" 01 o w o '' 0'-3" 1'-9" 0' 43/4" 0'-3" 1'-9" 0'-43/4" �a3 0 1 LAW LLI zz _o y > Z~ N 16 MILLWORK SECTION A - OFFICE / MILLWORK SECTION B - OFFICE / Kz z° 2' s" _ 16 T RECEPTION 4" BACKSPLASH RECEPTION 4" BACKSPLASH '� w z 0 -� 0 w N J � 0'-30'-4"0'-5" 5 �n :)06 o o00 r ZV Lo u O 22 `� REVIEWED FORM.0 o 17 Z r 18 � - I � co � Q L-- a CODE COMPLIANCE O 4'- 2 17 01 2'- 1' UNIVERSAL ENGINEERING SCIENCES ' a _j J • UH 9 10 1 E 0'-30'-4"0'-5" N -� r N 2 T 0'-6" 11 T— 9 0'-33/8" 0'-57/8" °m° r D O23 2' 1' N 11 SS-1 N o �n 1" • 0. 0 0 0 11 SS-1 11 SS-1 11 SS-1 11 SS-1 _ LL -- O N r— - N r - - CV - - �� a O O O 14 - N - _ Lu W _ 7 N 0v -1 15 0 $ 7 O � - T 0' - 1 " i of r O 0 -- -- / - ++ .= r 4 LAM01 0 T rn co N \ -- - / N `% �,.� N - N _ 1 N N N L "t r N Q o N p" cm - CIA Ch . _ - - _ cm - M O r "' MILLWORK 0'-3" 1'-9" 0'-43/4" O 0'-3" 1'-9" 0'-43/4" 0'-43/4" 2'-0" wr 1 9 0 3 0 �- SECTIONS N 5'- 5" - 1" 1' 9" 0' - 3" MILLWORK SECTION A - MILLWORK SECTION B - MILLWORK SECTION D - DESIGNED BY: DJR T EXAM ROOM TYPICAL ELEVATION �OM TYPICAL ELEVATION SECTION- EXAM ROOM RECEPTION DRAWN BY: DJR CV(:2D CHECKED BY: DJR N 1 00 1"=1'0" 1"=1'0" 1"=1'0" 1"=1'0" 1"=1'0" JOB NO. O r3 N 2021-18 N THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SHEET NO. T SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT A750 WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. rn N ti 00 N N O N N T 5/8" GYP. BD. TO UNDERSIDE OF DECK ABOVE ACOUS' IN CEILI.,,,, 3 5/8" 20 GA METALSTUD FRAMING AT 16" O.C. 5/8" GYP. BD. SOUND BATT- TYPE INSULATION - EXTEND TO UNDERSIDE OF DECK BOX HEADER AS REQ'D. - REFER TO STRUCTURAL DWGS. IF 8' - 8" TO BOTTOM OF SOFFIT WAITING AREA CEILING DETAIL 3" = 1'-0" DETAIL AT UPPER/ LOWER CABINETRY BLOCKING 3/4" = 1'-0" RECEPTION 100 & CORRIDOR 101 U- WAITING AREAS AND EXAM ROOMS DETAIL — BASE MOULDING AND CHAIR RAIL 1 1/2" = 1'-0" PORTLAND CEMENT PLASTER (STUCCO) PER ASTM C-926 ON CMU, PAINTED AS SCHEDULED WEATHER RESISTIVE BARRIER - EXTEND OVER TRIM AS INDICATED J-MOLD ALIGN EXTERIOR DEFS CEILING BACKER ROD & SEALANT - COLOR TO MATCH FRAME STOREFRONT SYSTEM - REFER TO GLAZING ELEVATIONS FOR GLAZING AND FRAME TYPE DETAIL AT STOREFRONT (HEAD 3" = 1'-0" 1/2" EXPANSION MATERIAL - REINF. CONC. SLAB - SLOPE AWAY FROM BLDG. DETAIL AT MAIN ENTRY DOOR (SILL CLEAR ANODIZED INTERIOR STOREFRONT SYSTEM - REFER TO INTERIOR ELEVATIONS FOR GLAZING TYPE FULLY ENCAPSULATE RIGID INSULAITON W/ 5/8" GYP. BD. TO UNDERSIDE OF DECK ABOVE BOND BEAM - REFER TO STRUCTURAL DWGS. ACOUSTICAL LAY -IN CEILING - REFER TO CEILING PLANS FOR TYPE BACKER ROD & CAULK - COLOR TO MATCH FRAME STOREFRONT DOOR SYSTEM - REFER TO DOOR SCHEDULE ADA COMPLIANT DOOR THRESHOLD ALUM. SILL FLASHING W/ END DAMS SET IN A FULL BED OF SEALANT - COLOR/FINISH TO MATCH FRAME FLOOR FINISH - SEE FINISH PLANS AND SCHEDULE TEMPERED GLAZING - REFER TO INTERIOR ELEVATIONS CONTINUOUS CAULK - COLOR TO MATCH FRAME FLOOR FINISH - SEE FINISH PLANS AND SCHEDULE DETAIL AT INTERIOR STOREFRONT (SILL 3" = 1 '-0" P.T. 2X WOOD BLOCKING W, COUNTER-SU BOLT AT 36" C PORTLAND CE PLASTER (STL PER ASTM C-f CMU, PAINTEE SCHEDULED DETAIL AT COPINGJCMU 3" = 1'-0" ACOUSTICAL LA IN CEILING CLEAR ANODIZE STOREFRONTS TO INTERIOR EL GLAZING TYPE DETAIL AT INTERIOR STOREFRONT (HEAD 3" = 11-011 STOREFRONT SYSTEM - REFER TO GLAZING ELEVATIONS FOR GLAZING AND FRAME TYPE ALUM. SILL FLASHING W/ END DAMS TO MATCH COLOR/ FINISH OF CURTAIN WALL — MORTAR SETTING BED ON MORTAR SCRATCH COAT ON METL LATH REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES DETAIL AT STOREFRONT — (PRECAST SILL 3" = 1'-0" STOREFRONT SYSTEM REFER TO GLAZING ELEVATIONS FOR GLAZING AND FRAME TYPE ALUM. SILL FLASHING W/ END DAMS TO MATCH COLOR/ FINISH OF CURTAIN WALL DETAIL AT STOREFRONT — (GRADE 3" = 1'-0" tOUND BATT- TYPE �SULATION - EXTEND "O UNDERSIDE OF DECK 3OX HEADER AS iEQ'D. - REFER TO )TRUCTURAL )WGS. CAULK TO I COLOR OF FASTENER PER MFR'S INSTALLATION INSTRUCTIONS BACKER ROD & CAULK - COLOR TO MATCH FRAME WHITE MARBLE STOOL 0' 0 1/2" TYP. 5/8" GYP. BD. ON RIGID INSULATION ON CMU WALL FASTENER PER MFR'S INSTALLATION INSTRUCTIONS BACKER ROD & CAULK - COLOR TO MATCH FRAME FLOOR FINISH - SEE FINISH PLANS AND SCHEDULE THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022Ir .m� CO co 2 o: _ UJ J G %r I— .0 0 w w J 2w a W �a V W N ujH V Q� Z �aJ W V ULL = Q Lu uj� ♦♦ �J Z 0 00>_ =W om (oW a� �N O C.) � � Z U O O� U� P W° J Q .� W t ►. CONTRACT DATE: Q •�3 0 O z o W zp Y >- z p zz O cc z z w w >cn cn z 0o w U J 06 co 0 0 � z Q Em O Q. J W J co ■� C N wWo J • O L rn V � _ V � L v Q o z 0 IL U U w 0 w a 0 w DETAILS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. A900 � I t _11. I I !111n wmin A - - - GENERAL STRUCTURAL NOTES: BUILDING CODES AND SPECIFICATIONS 1. FLORIDA BUILDING CODE (2020), 7TH EDITION 2. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AC1318-14 3. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530-14 ASCE 5-14/TMS 402-16 4. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC 15TH EDITION. 5. STRUCTURAL WELDING CODE D1.1 (AMERICAN WELDING SOCIETY) DESIGN LOADS 1. LIVE LOADS: ROOF LOAD..................20 PSF 2. WIND LOAD: DESIGN WIND SPEED, 139 MPH, ASCE 7-16 WIND LOAD CRITERIA: V = 139 MPH EXPOSURE = C INTERNAL PRESSURE COEFFICIENT =. +0.18/-0.18 ENCLOSED RISK CATAGORY II 3. DEAD LOADS (ROOF): ROOF SYSTEM (ROOF SYSTEM): BUILT UP ROOFING..........................................6 PSF METAL DECK....................................................2 PSF STRUCTURE......................................................5 PSF MECHANICAUELECTRICAUPLUMBING ......... 9 PSF CEILING & MISC................................................3 PSF 4. OTHER LOADS: CONTRACTOR SHALL SUBMIT CUT SHEETS FOR ALL EQUIPMENT INCLUDING NOT LIMITED TO HVAC PACKAGE UNITS, AIR HANDLERS, GENERATORS AND CHILLERS. INFORMATION SHALL INCLUDE WEIGHT AND ANY SPECIAL SUPPORT REQUIREMENTS. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR DETAILS RELATING TO ROOF MOUNTED EQUIPMENT CURBS. PRIOR TO ROOF JOIST FABRICATION. WIND ZONE CHART 139 MPH, EXP. C WIND PRESSURE CHART COMPONENTS AND CLADDING THIS PLAN HAS BEEN DESIGNED TO COMPLY WITH ALL PROVISIONS OF THE FLORIDA BUILDING CODE 7TH ED., 2020 INCLUSIVE OF ASCE7-16 WIND PROVISIONS FOR AN ULTIMATE DESIGN 3 SECOND GUST OF 139 MPH (107 MPH, NOMINAL WIND DESIGN). AS DEFINED IN SECTION 1609.2, DEFINITION (2), THIS STRUCTURE MEETS THE REQUIREMENTS OF AN ENCLOSED BUILDING AND HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEFFICIENT OF +.18 AND -.18. COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY COUNTY JURISDICTION. (BUILDING CATEGORY 11) EXPOSURE CATEGORY = C h = 30' WALLS EFFECTIVE DESIGN WIND PRESSURES (PSF) WIND AREA FT2 W4 W5 W4 W5 <10 +29.6 -32.1 -39.7 15 +29.0 -31.5 -38.5 20 +28.4 -30.9 -37.2 35 +27.8 -30.0 -35.3 50 +27.1 -29.0 -33.4 75 +26.5 -28.1 -32.2 100 +25.9 -27.1 -30.9 ROOF (MOST CONSERVATIVE CONDITIONS) �1N1' +12.1 AND -27.1 W1 +12.1 AND -47.2 yI/2 +12.1 AND -62.2 W3 +12.1 AND -84.8 OH +12.1 AND -80.3 ROUND UP TO THE HIGHER PRESSURE IMPACT RATING REQUIRED? F] YES [YNO 6h PRESSURES ARE NET PRESSURES a = LESSER OF 10% OF LEAST HORIZONTAL DIM. OR Ah BUT NOT < EITHER 4% OF LEAST HORIZONTAL DIMEN. OR 3FT. h = MEAN ROOF HEIGHT (FT), EXCEPT THAT THE EAVE HEIGHT SHALL BE USED FOR ROOF ANGLES < 10 DEGREES. DRAWINGS AND SPECIFICATIONS DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS NOT GIVEN. ADVISE ARCHITECT OF DIMENSIONAL DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL 1 DRAWINGS PRIOR TO COMMENCING CONSTRUCTION OF AFFECTED ELEMENTS. 2 VERIFY ALL EXISTING FIELD CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THOSE OF OTHER TRADES 3 INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, CIVIL, ETC. REFER TO DRAWINGS OF OTHER TRADES FOR DETAILS RELATING TO THE STRUCTURAL COMPONENTS. 4. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL AT ONCE REPORT TO THE ENGINEER ANY ERROR, INCONSISTENCY OR OMISSION HE MAY DISCOVER. BRING ANY CONFLICTS TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO 5 COMMENCING WORK ON ITEMS AFFECTED. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ANY ONE SHALL BE AS BINDING AS IF REQUIRED UNLESS IT IS CONSISTENT 6 THEREWITH AND IS REASONABLY INFERABLE THEREFROM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. IN THE CASE OF CONFLICTING INFORMATION, THE CONTRACTOR SHALL ASSUME THE MORE COSTLY ALTERNATE, UNLESS DIRECTED OTHERWISE IN WRITING. 7 IN THE CASE OF AMBIGUOUS OR MISSING INFORMATION, THE CONTRACTOR SHALL ASSUME A MEMBER SIZE, QUANTITY OR QUALITY CONSISTENT WITH SIMILAR AREAS IN THE PROJECT, UNLESS DIRECTED OTHERWISE IN WRITING. 8' THE CONTRACTOR SHALL NOT BE COMPENSATED FOR THE ADDITION OF STRUCTURAL COMPONENTS WHEN THE OMISSION, MISLABELING OR OTHER DEFICIENCY SHOULD HAVE BEEN NOTED DURING THE BIDDING PHASE, AND BROUGHT TO THE ARCHITECTS ATTENTION. 9. THESE GENERAL STRUCTURAL NOTES ARE INTENDED TO EMPHASIZE CERTAIN INFORMATION MORE COMPLETELY DISCUSSED IN THE BOUND SPECIFICATIONS. THE CONTRACTOR SHOULD BE FAMILIAR WITH THE REQUIREMENTS AS STATED IN THE SPECIFICATIONS. 10. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF THE WORK. 11. r C r_ 0 6 O r N N O N N T SHOP DRAWINGS 1. NO STRUCTURAL DRAWINGS SHALL BE REPRODUCED FOR USE AS SHOP DRAWINGS. 2. ALL DIMENSIONAL COORDINATION SHALL BE DONE BY THE CONTRACTOR AND/OR HIS DETAILER 3. DETAILER SHALL CHECK ALL ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL ATTACHMENTS, CLIPS, OPENINGS, OR DUCT WORK AFFECTING STRUCTURAL MEMBERS. ALL ITEMS SHALL BE SHOWN ON SHOP DRAWINGS. 4. SHOP DRAWINGS SHALL BE SUBMITTED TO ALLOW SUFFICIENT TIME FOR PROCESSING. TYPICAL TURN AROUND TIME IS 5-10 BUSINESS DAYS, BUT MAY EXTEND LONGER FOR REVIEW OF MULTIPLE DISCIPLINES. SIX (6) SETS OF SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. 5. PROVIDE SUFFICIENT SPACE ON SHOP DRAWINGS NEAR TITLE BOX FOR STAMPS AND ENGINEERS COMMENTS. 6. THE SHOP DRAWINGS SHALL BEAR INITIALS OF DETAILER'S CHECKER AND CONTRACTOR PRIOR TO SUBMISSION. 7. COMPLETED ERECTION PLANS SHALL BE SUBMITTED PRIOR TO OR IN CONJUNCTION WITH DETAIL DRAWINGS. BUT IN NO CASE SHALL DETAIL DRAWINGS BE SUBMITTED PRIOR TO ERECTION PLANS. 8. CONTRACTOR SHALL HAVE SHOP DRAWINGS WHICH HAVE BEEN SATISFACTORILY REVIEWED BY THE ARCHITECT AND/OR ENGINEER AND CONFIRMED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. CONSTRUCTION SAFETY 1. THESE DRAWINGS DO NOT INCLUDE PROVISIONS TO SATISFY SAFETY REQUIREMENTS. CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING SAFETY DURING CONSTRUCTION, AND FOR CONFORMANCE TO ALL APPLICABLE OSHA STANDARDS. JOB SITE VISITS BY ENGINEER SHALL NOT CONSTITUTE APPROVAL, AWARENESS OR LIABILITY FOR ANY HAZARDOUS CONDITIONS. 2. DO NOT OVERLOAD ONE SEGMENT OR SPAN OF A BEAM CONTINUOUS OVER SEVERAL SUPPORTS. BEAMS SHOULD BE LOADED AS GRADUALLY AND EVENLY AS POSSIBLE UNTIL THE FULL LOAD IS IN PLACE. 3. ERECTION SEQUENCE SHALL BE DETERMINED BY THE CONTRACTOR, AND SHALL NOT CAUSE OVER STRESS OR EXCESSIVE DEFORMATION OF STRUCTURAL MEMBERS. VALUE ENGINEERING FIELD MODIFICATIONS 1. ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON ITEMS AFFECTED. ANY CHANGES MADE WITHOUT PRIOR APPROVAL ARE SUBJECT TO REVIEW BY THE ENGINEER. 2. CONTRACTOR SHALL PROVIDE SKETCHES, PHOTOGRAPHS AND WRITTEN DESCRIPTION OF EACH DEVIATION FROM THE PLANS FOR THE ENGINEER'S REVIEW. FOUNDATIONS 1. MAXIMUM NET SOIL BEARING PRESSURE USED FOR DESIGN ........ 2500 PSF 2. NOTIFY ENGINEER IF FOOTING EXCAVATION REVEALS UNSUITABLE OR UNSTABLE SOILS, OR MATERIALS OR CONDITIONS NOT PREVIOUSLY ANTICIPATED. 3. CONSIDER THE POSSIBLE IMPACT OF GROUNDWATER ON CONSTRUCTION TECHNIQUES USING THE REPORT, SEASONAL VARIATIONS, ANY OTHER SITE INDICATORS AND YOUR OWN JUDGMENT. 4. PREPARE SOILS FOR CONSTRUCTION IN ACCORDANCE WITH GEOTECHNICAL REPORT PREPARED BY PACSCON (2020-1429) DATED 01.15.2021 PORTLAND CEMENT CONCRETE 1. CONCRETE QUALITY AND PLACEMENT: FOUNDATIONS, 4000 PSI, 3" TO 5" SLUMP, 98 PERCENT OF ITS MODIFIED PROCTOR FILLED CELLS IN BLOCK, 3000 PSI, 8" TO 11" SLUMP, 3/8" PEA GRAVEL BEAMS AND COLUMNS, 4000 PSI, 3" TO 5" SLUMP SLABS ON GRADE, 3500 PSI, 3" TO 5" SLUMP, 98 PERCENT OF ITS MODIFIED PROCTOR SLAB ON STEEL DECK 4,000 PSI 3" TO 5" SLUMP. A) FLY ASH SHALL NOT EXCEED 20 PERCENT BY WEIGHT OF TOTAL CEMENT CONTENT, IF USED. B) SLUMP LIMITS SHALL BE STRICTLY ADHERED TO. USE SUPERPLASTICIZER TO INCREASE WORKABILITY, AT CONTRACTORS OPTION. C) MAXIMUM MIXING TIME (FROM BATCHING TO PLACEMENT) AIR TEMP LESS THAN 85aF, 90 MINUTES AIR TEMP 850F TO 900F, 75 MINUTES AIR TEMP OVER 900F, 60 MINUTES D) MIX DESIGN SHALL BE SUBMITTED FOR APPROVAL. E) CONCRETE CYLINDER TESTING & REPORTS ARE TO BE FURNISHED BY SUBCONTRACTOR. 2. MINIMUM COVERAGE A. FOOTINGS, 3 IN. TO BOTTOM AND UNFORMED SIDES, 2 IN. TO FORMED SIDES B. OTHER, 2 IN. TO MAIN REINFORCING, 1 1/2 IN. TO TIES AND STIRRUPS 3. COORDINATE DRAWINGS OF ALL TRADES FOR REQUIRED EMBEDS, OPENINGS AND ACCESSORIES NOT SHOWN HEREIN. 4. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE BY STANDARD ACCESSORIES DURING CONCRETE PLACEMENT. 5. BARS SHALL BE GRADE 60 CONFORMING TO ASTM A615. 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 7. DETAIL AND FABRICATE REINFORCEMENT IN ACCORDANCE WITH "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315. 8. PROVIDE MINIMUM LAP SPLICE OF 30 BAR DIAMETERS, BUT NOT LESS THAN 24 INCHES, FOR ALL REINFORCING BARS, UNLESS NOTED OTHERWISE. STAGGER SPLICES IN ADJACENT BARS AT LEAST 24 INCHES, EXCEPT IN BEAMS AND COLUMNS. 9. IN WALL FOOTINGS, GRADE BEAMS AND BOND BEAMS, PROVIDE BENT BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS THE STRAIGHT BARS. 10. EXPOSED EDGES OF BEAMS AND COLUMNS SHALL BE CHAMFERED 3/4 IN. U.N.O. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ANCHOR SLOTS IN COLUMNS, BEAMS AND CONCRETE SLABS. CONCRETE SLAB ON GRADE 1. MINIMUM THICKNESS ..... 4" INTERIOR (6" AT SHOWROOM AREAS), 4" EXTERIOR WALKWAYS (REFER TO FOUNDATION PLAN FOR ACTUAL SLAB THICKNESS. 2. MAXIMUM AGGREGATE SIZE ..... 1 IN. 3. ENTRAINED AIR CONTENT ..... 4.5 FILL SAW CUTS WITH ELASTOMERIC SEALANT AFTER CLEANING WITH COMPRESSED AIR. 4. WELDED WIRE FABRIC SHALL BE WWF 6X6-W1.4XW1.4 IN FLAT SHEETS, UNLESS OTHERWISE 5. NOTED, CONFORMING TO ASTM A185. 6. PLACE WELDED WIRE FABRIC CENTERED IN DEPTH OF SLAB -ON -GRADE UNLESS NOTED OTHERWISE. LAP ALL MESH JOINTS TWO FULL MESHES. 7. INTERRUPT TYPICAL SLAB REINFORCEMENT AT ALL CONSTRUCTION AND EXPANSION JOINTS. 8, SEE SPECIFIC DETAILS FOR ANY DOWELS REQUIRED FOR SHEAR TRANSFER. INTERRUPT TYPICAL SLAB REINFORCEMENT AT ALL CONSTRUCTION AND EXPANSION JOINTS. 9. SEE SPECIFIC DETAILS FOR ANY DOWELS REQUIRED FOR SHEAR TRANSFER. CUT EVERY OTHER WIRE ALONG THE LINE OF SAW CUT CONTROL JOINTS PRIOR TO PLACING 10. CONCRETE. MAKE SAW CUTS WITHIN 12 HOURS OF CONCRETE PLACEMENT, OR AS SOON AS CUTS CAN BE MADE WITHOUT RAVELING. 11. PROVIDE 1/2 IN. PREFORMED EXPANSION JOINT MATERIAL WHERE SLAB ABUTS VERTICAL SURFACES SUCH AS WALLS AND COLUMNS. 12. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DEPRESSED AREAS IN SLABS WHICH ARE NOT SHOWN OR DIMENSIONED ON STRUCTURAL DRAWINGS. PROVIDE 10 MIL VAPOR BARRIER UNDER ALL SLAB -ON -GRADE IN ENCLOSED SPACE. 13. APPLY CURING COMPOUND TO SLAB WITHIN TWO HOURS OF COMPLETION OF FINISHING OPERATIONS. USE LIQUID MEMBRANE FORMING COMPOUND COMPLYING WITH ASTM C309 14. TYPE 1 CLASS A. FOLLOW MANUFACTURERS INSTRUCTIONS. CONFIRM THAT CURING COMPOUND WILL NOT INTERFERE WITH BONDING OF ANY APPLIED 15. FLOOR SURFACE. IF SO, USE WET BURLAP AND TRICKLE HOSES. 16, IT IS RECOMMENDED THAT THE SLABS BE CAST IN LONG STRIPS, AND SAW CUT TRANSVERSELY, IN ORDER TO MINIMIZE SHRINKAGE CRACKING. CONCRETE MASONRY UNITS 1. BLOCKS SHALL BE HOLLOW LOAD BEARING MASONRY UNITS GRADE N, TYPE II, CONFORMING TO ASTM C90-96A. THE MINIMUM NET AREA COMPRESSIVE STRENGTH OF MASONRY SHALL BE F'M = 1500 PSI. 2. ASSEMBLY ABOVE GRADE WORK MORTAR SHALL BE: TYPE S (2000 PSI AT 28 DAYS). BELOW GRADE WORK MORTAR SHALL BE TYPE M (2500 PSI AT 28 DAYS). 3. PREFABRICATED HORIZONTAL JOINT REINFORCEMENT SHALL BE TRUSS TYPE W/ 9 GAGE SIDE RAILS FABRICATED FROM HIGH STRENGTH COLD DRAWN WIRE CONFORMING TO ASTM A82 AND SHALL BE GALVANIZED AFTER FABRICATION. 4. PLACE JOINT REINFORCEMENT IN ALTERNATE COURSES IN ALL WALLS. PLACE THREE ROWS @a 8 INCHES O.C. IMMEDIATELY ABOVE ALL WALL OPENINGS, AND AT THE TOP OF ALL WALLS. LAP SIDE RAILS AT LEAST 6 INCHES AT SPLICES. 5. PROVIDE ALL SPECIAL LINTEL, KNOCK OUT, JAMB BLOCK AND OTHER REQUIRED TO COMPLETE THE WALLS AS SHOWN. USE MASONRY SAWS TO CUT BLOCK AS REQUIRED. 6. BRACE FOUNDATION WALLS BEFORE BACK FILLING AGAINST THEM TO PREVENT OVER STRESSING, BUCKLING OR ROTATION OF THE WALLS. BRACE ALL WALLS AGAINST WIND, CONSTRUCTION LOADS OR OTHER TEMPORARY FORCES UNTIL SUCH PROTECTION IS NO LONGER REQUIRED FOR THE SAFE SUPPORT OF THE WALL. BRACE DESIGN SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 7. PROVIDE 8 INCHES X 8 INCHES PRE CAST CONCRETE LINTEL OVER ALL OPENINGS, WHERE STEEL OR OTHER LINTELS ARE NOT SPECIFIED. PROVIDE CLEAN OUTS/INSPECTION PORTS FOR FILLING CELLS IN GROUT POUR HEIGHT EXCEEDING 5 FEET. 8. IN ADDITION TO REQUIREMENTS ELSEWHERE IN THE DRAWINGS FOR FILLING CELLS, FILL CELLS WITH CONCRETE AND ONE #5 BAR AT A MAXIMUM SPACING OF 4'-0", U.N.O. FILL FIRST CELL EACH SIDE OF ANY OPENING, AND FILL FIRST CELL AT END OF WALL & OF ALL CORNERS. 9. EXTEND AND HOOK VERTICAL BARS INTO FOOTING, AND EXTEND INTO AND HOOK BARS INTO TOP OF WALL BOND BEAM OR TIE BEAM. 10. ALL VERTICAL BARS SHALL BE SECURELY TIED TO THE LOWER BAR AT ANY SPLICES, ESPECIALLY AT THE FOOTING DOWELS. BARS SHALL BE SECURED IN THEIR PROPER POSITIONS WITHIN THE CELLS BY WIRE TIES, REBAR POSITIONERS OR BY OTHER APPROVED METHODS. 11. PROVIDE CONTROL JOINTS IN ACCORDANCE WITH DETAILS ON DWGS. 12. CONTROL JOINT SPACING ALONG A STRAIGHT WALL SHALL NOT EXCEED 20 FT. NOR 3 TIMES THE WALL HEIGHT. USE PREFORMED NEOPRENE JOINT STRIPS AND STANDARD SASH BLOCK. LOCATE CONTROL JOINTS NEAR OPENINGS, CHANGES IN WALL HEIGHT, OR CHANGES IN GEOMETRY, WHERE POSSIBLE. DRILL -IN BOLTS, SCREWS AND DOWELS 1. EPDXY BOLTS SHALL BE ASTM A307 THREADED BOLTS WITH NUTS AND WASHERS INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PROVIDE "EPDXY TIE SET" ANCHORS BY SIMPSON STRONG -TIE OR EQUAL. 2. ANCHORING ADHESIVE SHALL BE A TWO COMPONENT SOLID EPDXY BASED SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD SIDE BY SIDE CARTRIDGE AND DISPENSED THROUGH A STATIC MIXING NOZZLE SUPPLIED BY THE MANUFACTURER. EPDXY SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM C 881 SPECIFICATION FOR TYPE I, II, IV AND V, GRADE 3, CLASS B, C AND D AND MUST DEVELOP A MINIMUM 12,650 PSI COMPRESSIVE YIELD STRENGTH AFTER 7 DAY CURE. 3. EXPANSION BOLTS SHALL BE "WEDGE ALL" ANCHORS BY SIMPSON STRONG TIE OR EQUAL. 4. EXPANSION BOLTS SHALL BE NON BOTTOM BEARING, WEDGE STYLE EXPANSION ANCHOR FOR USE IN SOLID CONCRETE OR GROUT FILLED MASONRY WITH A ONE PIECE NON CORROSIVE CLIP FOR UNIFORM HOLDING CAPACITY THAT INCREASES AS TENSION IS APPLIED. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 5. MASONRY SCREWS SHALL BE 1/4" DIAMETER WITH 1 1/2" MINIMUM EMBEDMENT INSTALLED IN DRILLED HOLES USING AN APPROPRIATE BIT DIAMETER. 6. SCREWS SHALL BE MADE FROM TEN HUNDRED SERIES COLD ROLLED STEEL AND SHALL BE FLUOROCARBON COATED. PROVIDE "TITAN" SCREWS BY SIMPSON STRONG TIE OR EQUAL. 7. DRILL IN REBAR DOWELS SHALL BE SET USING A TWO PART EPDXY AS DESCRIBED ABOVE. STEEL JOIST 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, STANDARD SPECIFICATIONS FOR JOIST GIRDERS, AND THE RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS, ALL AS ADOPTED BY THE STEEL JOIST INSTITUTE. 2. ALL BRIDGINGS SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SJI STANDARD SPECIFICATIONS. 3. ALL JOISTS NOT REQUIRING BOLTED CONNECTIONS SHALL BE WELDED TO SUPPORT WITH 3/16 IN. WELDS 3 IN. LONG EACH SIDE OR AS NOTED ON PLANS. 4. ALL JOIST BOTTOM CHORDS SHALL BE ANGLES. 5. BRIDGING SHALL BE COMPLETE AND APPROVED BY ENGINEER PRIOR TO PLACING METAL DECK. 6. JOISTS SHALL BEAR 6" MINIMUM ON MASONRY/CONCRETE AND 4 IN. MINIMUM ON STEEL U.N.O. JOISTS BEARING ON MASONRY SHALL BEAR ON AN EMBEDDED STEEL PLATE. 7. JOISTS SHALL BE DIPPED OR SPRAYED WITH TWO SHOP COATS OF PAINT CONFORMING TO THE PERFORMANCE REQUIREMENTS OF FEDERAL SPECIFICATION TT-P-636 OR EQUAL. 8. ALL JOISTS AND GIRDERS SHALL HAVE BEEN DESIGNED IN ACCORDANCE WITH STEEL JOIST INSTITUTE CRITERIA AND SUBMITTED TO AND APPROVED BY THE INSTITUTE. STEEL ROOF JOISTS SHALL BE DESIGNED T 9. S O RESIST NET UPLIFT OF 25 PSF AND SHALL HAVE A LINE OF BOTTOM CHORD BRIDGING AT THE FIRST BOTTOM CHORD PANEL POINT, UNLESS OTHERWISE NOTED IN WIND PRESSURE CHART. METAL ROOF DECK 1. ROOF DECK SYSTEM SHALL BE TYPE B (SEE PLANS FOR GAUGE) AS IDENTIFIED BY THE STEEL DECK INSTITUTE. ROOF DECKING SHALL BE 1.50 INCHES DEEP AND SHALL BE DESIGNED IN ACCORDANCE WITH ROOF DECK SPECIFICATIONS OF THE STEEL DECK INSTITUTE. UNLESS NOTED OTHERWISE 2. THE DECK SHALL BE CAPABLE OF SUPPORTING A UNIFORMLY DISTRIBUTED LIVE LOAD OF 20 POUNDS PER SQUARE FOOT WITH THE LIVE LOAD DEFLECTION NOT TO EXCEED U240 OF THE SPAN LENGTH CENTER TO CENTER OF SUPPORTS AND WITH A UNIFORMLY DISTRIBUTED DEAD LOAD OF 25 POUNDS PER SQUARE FOOT WITHOUT EXCEEDING A UNIT STRESS OF 20,000 POUNDS PER SQUARE INCH. 3. STEEL SHALL BE ASTM A-611 GRADE C WITH A MINIMUM YIELD STRENGTH OF 33,000 POUNDS PER SQUARE INCH. 4. WELDING WASHERS SHALL BE USED FOR ALL DECK UNITS WITH A METAL THICKNESS LESS THAN 0.028 INCHES. 5. ROOF DECK SHALL BE LAID OUT SUCH THAT DECKING SHALL SPAN THREE SPANS WITHOUT INTERRUPTION. 6. DECKING AND ACCESSORIES SHALL BE GALVANIZED MIN. G90 7. DECKING SHALL BE WELDED TO SUPPORT ATTACHMENT PATTERN. SEE ROOF FRAMING PLAN FOR MORE INFORMATION. 8. PROVIDE ALL EAVE PLATES, RIDGE PLATES, AND OTHER PIECES TO ENSURE A WEATHER TIGHT ASSEMBLY. 9. TOUCH UP ALL WELDS AND ABRASIONS WITH RUST INHIBITIVE PRIMER MATCHING IN COLOR. 10. DECK AND SUPPORTING MEMBERS DAMAGED BY EXCESS WELDING HEAT SHALL BE REPAIRED OR REPLACED AS DETERMINED BY ENGINEER. COLD - FORMED METAL FRAMING 1. ALL WORK SHALL BE IN ACCORDANCE WITH AISI, SPECIFICATION FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS, 2007 EDITION. 2. WITH EACH TYPE OF METAL FRAMING REQUIRED, PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS, BRIDGING, LINTELS, CLIP ANGLES, FASTENERS AND ACCESSORIES AS NEEDED TO COMPLETE METAL FRAMING SYSTEM. 3. ALL FRAMING COMPONENTS SHALL BE PLUMBED, ALIGNED AND LEVELED. 4. ALL STRUCTURAL MEMBERS SHALL BE GALVANIZED MEETING ASTM A525, G60 REQUIREMENTS. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC RICH PAINT. ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM CORROSION RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A446, WITH A MINIMUM YIELD STRENGTH OF 40,000 PSI FOR STUDS AND GRADE A, 33,000 PSI FOR RUNNERS. 5. ALL STUDS SHALL BE "C" SHAPED 6", 16 GA. U.N.O. W/ FLANGE RETURN LIP. ALL STUD WALLS SHALL BE LATERALLY BRACED WITH COLD FORMED CHANNELS SPACED AT 4'-0" ON CENTER, MAXIMUM. LATERAL BRACING ATTACHMENTS SHALL BE WITH SELF DRILLING SCREWS OR WELDING. 6. TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION IS COMPLETE. 7. SUBMIT SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. DRAWINGS SHALL IDENTIFY & LOCATE ALL COMPONENTS & SHALL SPECIFY MEMBER SIZES, BRACING & ALL OTHER NECESSARY FABRICATION & ERECTION INFORMATION. STRUCTURALSTEEL 1. ALL HOT ROLLED STEEL BEAMS & COLUMNS SHALL CONFORM TO ASTM A992 GRADE 50. PLATES, BARS, CHANNELS, RODS AND ANGLES SHALL CONFORM TO ASTM A36. 2. STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B, FY=35 KSI. 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. 4. ALL WELDS SHALL BE MADE WITH E70 LOW HYDROGEN ELECTRODES, BY QUALIFIED WELDERS AS PER AWS D1.1 REQUIREMENTS. 5. ALL BOLTS, EXCEPT ANCHOR BOLTS, SHALL BE HIGH STRENGTH ASTM A325, 3/4 IN. DIA., UNLESS NOTED OTHERWISE. USE HARDENED WASHERS UNDER TURNED ELEMENTS. BEARING TYPE BOLTS MAY BE USED FOR FIELD, BOLTS EXCEPT AT WIND FRAMES WHERE "SLIP CRITICAL" TYPE BOLTS SHALL BE USED. 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING AND GUYING OF THE FRAMING AGAINST WIND, CONSTRUCTION LOADS OR OTHER TEMPORARY FORCES UNTIL SUCH PROTECTION IS NO LONGER REQUIRED FOR THE SAFE SUPPORT OF THE STRUCTURE. 7. RETURN ALL WELDS AT CORNERS TWICE THE NOMINAL WELD SIZE MINIMUM. 8. PROVIDE HOLES FOR BLOCKING BOLTS AS SHOWN IN ARCHITECTURAL DRAWINGS. 9. ANCHOR BOLTS SHALL BE FURNISHED WITH HEAVY HEX NUTS AND FLAT WASHERS, AND SHALL BE ASTM A36 ROUND STOCK OR ASTM A307. 10. ALL COPES, BLOCKS, CUTOUTS AND OTHER CUTTING OF STRUCTURAL MEMBERS SHALL HAVE ALL REENTRANT CORNERS SHAPED NOTCH FREE TO A RADIUS OF 1/2 IN. MINIMUM. 11. ALL BEAMS SHALL BE FABRICATED AND ERECTED WITH NATURAL CAMBER UP. 12. ALL STRUCTURAL STEEL SHALL RECEIVE TWO SHOP COATS OF PRIMER PAINT CONFORMING TO THE PERFORMANCE REQUIREMENTS OF FEDERAL SPECIFICATION TT-P-636 OR EQUAL. ALL MEMBERS TO BE SPRAYED WITH FIRE PROOFING MATERIALS SHALL NOT BE PAINTED. 13. FRAMING CONNECTIONS SHALL BE AISC TYPE 2 DOUBLE ANGLE BOLTED CONNECTIONS, U.N.O.. SELECT CONNECTIONS TO SUPPORT 1.2 TIMES ONE HALF THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE UNIFORM LOAD CONSTANTS, PART 2 OF THE AISC MANUAL, FOR THE SPAN AND GRADE OF STEEL SPECIFIED. 14. ENDS OF COLUMNS SHALL BE MILLED TO BEAR AT ALL SPLICES AND ATTACHMENT OF BASE PLATES. 15. STRUCTURAL OPENINGS, SUPPORTS, ANCHORS, ETC. AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH THE EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. 16. WELDS NOT OTHERWISE DESIGNATED SHALL BE 1/4 IN. MINIMUM FILLET. 17. UNLESS DETAILED ELSEWHERE IN THE DRAWINGS, OPENINGS IN ROOF DECKING LARGER THAN 1 SF SHALL BE FRAMED BY ANGLES 4X4X1/4 LEG DOWN, BEARING ON A JOIST AT EACH END. COPE VERTICAL LEG 4 IN. EACH END. WELD ADDITIONAL ANGLES OF THE SAME SIZE TO FORM A RECTANGLE OF THE APPROPRIATE SIZE. 18. ADHESIVE EPDXY ANCHOR WHERE USED SHALL BE HILTI HIT HY 150 INJECTION ADHESIVE ANCHOR SYSTEM OR RAMSET EPCON, C6. CONTRACTOR TO STRICTLY FOLLOW MANUFACTURER'S INSTALLATION GUIDELINES. 19. ALL REMAINING STEEL CONNECTIONS TO BE PROVIDED BY OTHERS TO RESIST 20K LOAD IN ALL DIRECTIONS. CAST -IN -PLACE CONCRETE 1. ALL CAST IN PLACE CONCRETE WORK INCLUDES REINFORCING STEEL AND RELATED WORK SHOWN INCLUDING FORMWORK, SETTING ANCHOR BOLTS, PLATES, FRAMES, DOWELS FOR MASONRY OR OTHER ITEMS EMBEDDED IN CONCRETE. 2. APPLICATION STANDARDS: ACI# TITLE 117 STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION. 226 GROUND GRANULATED BLAST FURNACE SLAG. 301 STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 302 GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. 304 GUIDE FOR MEASURING MIXING, TRANSPORTING AND PLACING CONCRETE. 304.2R PLACING CONCRETE BY PUMPING METHODS. 305R HOT WEATHER CONCRETING. 306R COLD WEATHER CONCRETING. 308 STANDARD PRACTICE FOR CURING CONCRETE. 309R GUIDE FOR CONSOLIDATION OF CONCRETE. 315 MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES. 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CRSI NUMBERTITLE 63 RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS. 3. CONCRETE MATERIALS A) PORTLAND CEMENT: ASTM C 150, TYPE I B) AGGREGATES: NORMAL WEIGHT CONCRETE, COARSE AND FINE, ASTM C33 C) AIR -ENTRAINING: ASTM C260 D) WATER REDUCING: ASTM C494, TYPE A E) WATER: FRESH, CLEAN AND POTABLE F) NO ACCELERATORS, RETARDERS OR ADMIXTURES CONTAINING CHLORIDES WILL BE PERMITTED G) FLY -ASH: ASTM C618, CLASS F, 20% MAX. BY WEIGHT. DO NOT USE FOR EXPOSED SLABS OR ARCHITECTURAL CONCRETE. H) SUPER PLASTICIZER: ASTM C494, TYPE FOR G, WHERE AUTHORIZED BY THE ENGINEER. 1) GROUND GRANULATED BLAST FURNACE SLAG CEMENT: ASTM C989, 50% MAX. BY WEIGHT. J) MAX. AGGREGATE SIZE: FOOTINGS = #57, OTHERS #67 4. REINFORCING MATERIALS A) DEFORMED BARS: ASTM A615, GRADE 60 B) SMOOTH DOWELS: ASTM A615, PLAIN BARS, MIN.YIELD STRENGTH OF 60,000 PSI. C) WELDED WIRE FABRIC: ASTM A185, PLAIN WIRE FABRIC IN FLAT SHEETS ONLY. D) ACCESSORIES TO CONFORM TO ACI 315. E) CONCRETE SURFACES ARE EXPOSED, MAKE THOSE PORTIONS OF ALL ACCESSORIES IN CONTACT WITH THE CONCRETE SURFACE OR WITHIN 1/2 INCH THEREOF, OF PLASTIC OR STAINLESS STEEL. 5. CONCRETE MUST BE BATCHED, MIXED AND TRANSPORTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR READY MIXED CONCRETE ASTM C94. 6. REQUIRED SLUMP = 4 PLUS OR MINUS ONE INCH. 7. CONCRETE MUST BE PLACED WITHIN 90 MINUTES OF BATCH TIME. WHEN AIR TEMPERATURE IS BETWEEN 85 AND 90 DEGREES F, REDUCE MIXING AND DELIVERY TIME TO 75 MINUTES. WHEN 8. AIR TEMPERATURE IS HIGHER THAN 90 DEGREES F, REDUCE MIXING AND DELIVERY TIME TO 60 MINUTES. DO NOT ADD WATER AT THE JOB SITE WITHOUT APPROVAL OF THE PROJECT SUPERINTENDENT. DO NOT EXCEED THE SLUMP LIMITATION. USE ONLY COLD WATER FROM 9. THE TRUCK TANK. ANY ADDED WATER MUST BE INDICATED ON THE DELIVERY TICKET PLUS THE NAME OF THE PERSON AUTHORIZING. TEST CYLINDERS SHALL BE TAKEN AFTER THE ADDITION OF WATER. LAP SPLICE ALL BARS 48 DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN OR NOTED. 10. PROVIDE CORNER BARS AT ALL WALL FOOTING, WALL & BEAM CORNERS. SIZE AND NUMBER TO MATCH HORIZONTAL BARS. 11. PROVIDE FOUNDATION DOWELS TO MATCH SIZE AND NUMBER OF VERTICAL BARS. EMBED DOWELS TO: 12. A) 3" ABOVE BOTTOM OF FOOTINGS B) 6" ABOVE BOTTOM OF PILE CAPS ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE. 13. REINFORCING BAR COVER: A) FOOTINGS 2" (TOP), 3" (SIDES AND BOTTOM) 14. B) COLUMNS AND BEAMS 1 1/2" (2" BELOW GRADE LVL) C) SLABS 3/4" (INTERIOR), 1 1/2" (EXTERIOR) WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, LENGTH OF HOOK, IF REQUIRED, IS NOT INCLUDED. 15. SELECT PROPORTIONS IN ACCORDANCE WITH ACI 301 TO PROVIDE CONCRETE CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION AND WITH ACCEPTABLE FINISHING 16. PROPERTIES, DURABILITY, SURFACE HARDENERS, APPEARANCE, AND STRENGTH REQUIREMENTS REQUIRED BY THESE SPECIFICATIONS. CHAIR WELDED WIRE FABRIC REINFORCING AT 3'0" ON CENTER MAXIMUM IN EACH DIRECTION. 17. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: A) 4000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.44 MAXIMUM (NON AIR ENTRAINED), 0.36 MAXIMUM (AIR ENTRAINED). B) 3000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.58 MAXIMUM (NON AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED). CAST -IN -PLACE CONCRETE (CONTINUEDI 18. DATA TO BE SUBMITTED: A) INTENDED USAGE AND LOCATION FOR EACH TYPE B) MIX DESIGN FOR EACH TYPE C) CEMENT CONTENT IN POUNDS -PER -CUBIC YARD D) COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD E) WATER CEMENT RATIO BY WEIGHT F) CEMENT TYPE AND MANUFACTURER G) SLUMP RANGE H) AIR CONTENT 1) ADMIXTURE TYPE AND MANUFACTURER J) PERCENT ADMIXTURE BY WEIGHT K) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN. L) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS (IE. TOP OF CONCRETE). 19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CONSTRUCTION OF ALL A) FORMWORK, SHORING AND RESHORING IN ACCORDANCE WITH ACI 347. FORM AND SHORING DESIGN BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. B) EARTH CUTS MAY BE USED AS FORMS FOR FOOTING VERTICAL SURFACES: INCREASE SIZE BY TWO INCHES. 20. SUBMIT FORM WORK AND SHORING DRAWINGS TO LOCAL BUILDING DEPARTMENT WHEN REQUIRED BY FLORIDA THRESHOLD LAW. 21. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE MADE AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. A) NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN BEAMS, GIRDERS AND SLABS. B) LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER. 22. INTERNAL VIBRATION, PROPERLY APPLIED IS THE REQUIRED METHOD OF CONSOLIDATING PLASTIC CONCRETE. 23. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS AND WALLS UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. 24. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVE, OPENINGS, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMN UNLESS APPROVED BY THE ENGINEER. 25. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS INCLUDING, BUT NOT LIMITED TO, ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC., BEFORE PLACING CONCRETE. NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR. 26. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES. 27. SLOPE ALL WALKWAYS AND BALCONIES TO DRAIN AWAY FROM THE BUILDING. 28. ALL BUILDING FLOOR AND SITE SLABS -ON -GRADE SHALL BE 4" MINIMUM THICKNESS. A) REINFORCED WITH 6X6, W1.4 X W1.4 W.W.F. B) PLACED ON 10 MIL POLYETHYLENE VAPOR BARRIER. LAP 6" AND TAPE ALL JOINTS. C) SAW CUT CONTROL JOINTS @a LESS THAN OR EQUAL TO 20'0" EACH WAY. D) PROVIDE HOUSEKEEPING PADS AS REQUIRED. E) SEE DRAWINGS FOR ANY ADDITIONAL CONDITIONS. 29. TESTING: A) A QUALIFIED TESTING LAB SHALL BE RETAINED TO PERFORM QUALITY CONTROL WORK AND ON SITE TESTING. B) AIR TEST: ASTM C231 C) SLUMP TEST: ASTM 143 D) MOLD AND CURE TEST CYLINDERS (ASTM C31) AND TEST CYLINDERS FOR STRENGTH (ASTM C39). TAKE ONE TEST: FOUR CYLINDERS FOR EACH DAYS POUR OF 50 CUBIC YARDS, OR FRACTION THEREOF. TEST ONE CYLINDER AT 7 DAYS, TWO AT 28 DAYS AND ONE HOLD. TEST CYLINDER SAMPLES SHALL BE TAKEN AT THE POINT OF DISCHARGE WHEN USING A PUMP. E) ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO THE OWNER, ENGINEER, ARCHITECT AND GENERAL CONTRACTOR. 30. CONTRACTOR SHALL PROVIDE FLATNESS AND LEVELNESS IN CONCRETE SLABS PER ACI 302.1 R, FIG. 8.15.1.1 MINIMUM REQUIRED "F" NUMBERS FOR TYPE OF SLAB USE. REFER TO ACI 117 FOR FLOOR TOLERANCES. 31. REPAIR ANY CRACKS OR DEFECTIVE AREAS THAT WILL RESTORE THE AFFECTED SURFACE OR AREAS TO THEIR FULL DESIGN STRENGTH AND APPEARANCE. CONTACT THE STRUCTURAL ENGINEER FOR ADVICE AND EVALUATION. 32. ACCEPTANCE OF THE STRUCTURE WILL BE MADE IN CONFORMANCE WITH ACI 301. REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES AFL. Reg #73068 Cert. Au. #29659 730 S. Sterling Ave. C I Suite 101 Tampa, FL 33609 Phone (813) 629-0711 ADVANCED STRUCTURAL I Fax (813)593-5223 CONSULT:NG. INC. To the best of the engineer's knowledge, the plans and specifications comply with Florida Building Code 2020 7lh edition, Section 1609. It is the contractors responsibility to review all drawings prior to beginning of construction. Advanced Structural Consulting, Inc. is not responsible for any dimensional information, contractor is responsible to verify all dimensional information shown on sign and sealed drawings. Any discrepancies between field conditions, other design professional's shop drowings, contractor's construction methods and these signed and sealed drawings need to be brought to the attention of the engineer of record prior to construction. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01.24.2022 z 0 w 0 w a 0 w a C6 Q� 0 WH O U a m w J � w� a U W �a Wiz= V z� Q LO CO - J m J CM Q J � W V Q U u- W>_ =QoJ � J F-� N= Z p CO °C °_ c G (.0 W a °° CN D O V . L) O U) O � � LU W° J Q W = t � CONTRACT DATE: li W W r-- Q �� ti •�� o W zp v >- z Q �a Q zz O Fr z WoLu �-, fn pp w U J as 00 0 0 0 � o C o • Q ._ coo aILL � o �_ W • M rn • � N 0 •� LL = Q Uj W J • o a) _ 4) _ V � i r Q o STRUCTURAL SPECIFICATIONS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. S000 I T T O T T N N O N LO N T NORTH 12" THICk O.C. EE STRUCTURAL FOUNDATION PLAN 3/16" = V-0" TYP. DETAIL AT OUTSIDE CORNERS 3/4" = V-0" - FOUNDATION PLAN KEYNOTES 4" THK. 3,500 PSI POURED CONCRETE SLAB (TROWELED FINISH), REINF. W/ 6x6 W1.4 x W1.4 OVER 10 MIL. VISQUEEN VAPOR BARRIER. LAP AND 10 TAPE SEAMS OVER 98% MOD. PROCTOR COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. SAW CUT JOINTS 10'-0" O.C. U.N.O. OFLOOR DRAIN, REFER TO PLUMBING PLANS. OSLOPE CONCRETE FLOOR TOWARDS DRAIN. 04 4'-0" #5 BAR AT CORNER OF SLAB (TYP.) - SEE DETAIL 2/S101 104' - 0" COLUMNS ENGINEERED BY ne- n., �Tl IrMn CRITICAL NOTE ALL WATER PIPING, WASTE WATER PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M.U. WALLS IN ALL AREAS WHERE C.M.U. WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD. G.C. TO CONDUCT AN ONSITE MEETING WITH CONCRETE, MEP TRADES AND SERVICE EQUIPMENT VENDORS TO CONFIRM LOCATION, HEIGHTS, VOLTAGE AND CONNECTION REQUIREMENTS FOR ALL SERVICE EQUIPMENT PRIOR TO POURING CONCRETE SLABS AND ERECTING CMU WALLS. FOUNDATION SCHEDULE MARK WIDTH LENGTH THICK REINF'G. CF24 2' - 0" 1'- 0" (3) #5, #5 @ 14" O.C. TRANSVERSE F48 4'- 0" 4'- 0" 1'- 4" (6) #5 EA.WAY F72 6' - 0" 6' - 0" 1' - 4" (8) #5 EA.WAY F96 8'- 0" 8'- 0" 1' - 4" (10) #5 EA.WAY, TOP/BOTTOM F96A 1 12' - 0" 1 8'- 0" 1 1' - 4" 1 (10) #5 LONG, (16) #5 SHORT 7 S601 THICK, #5 @ 8" ;. EACH WAY GENERAL NOTES 1. CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL UNDERSLAB CONDUITS, PIPES, AND AIR LINES FOR LIFTS AND ALIGNMENT RACKS. 2. VERTICAL WALL CONTROL JOINTS SHALL BE SPACED NOT TO EXCEED 20'-0" O.C. LOCATE JOINTS ADJACENT TO OPENINGS, WALL INTERSECTIONS, OR CHANGES IN ELEVATION. COORDINATE LOCATIONS W/ ARCHITECT. 3. REVIEW AND COORDINATE ALL UNDERSLAB WORK WITH SUB - TRADES, I.E. UNDERSLAB PLUMBING, ELECTRICAL AND MECHANICAL ITEMS. 4. REFER TO FLOOR PLAN, EXTERIOR ELEVATIONS AND MECHANICAL PLANS FOR LOCATIONS OF WALL OPENINGS LOCATED ABOVE FINISHED FLOOR. 5. ALL CMU WALLS SHALL HAVE No. 9 HORIZONTAL JOINT REINFORCING AT EVERY 2ND COURSE (16") REVIEWED F O R CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES 11 FL. Reg. #73068 AC 1 Cert. Au. #29659 t,J 730 S. Sterling Ave. Suite 101 i I Tampa, FL 33609 C Phone (813) 629-0711 ADVANCEDSTRUCTURAt Fax (813)593-5223 CONSULT NG. INC. To the best of the engineer's knowledge, the plans and specifications comply with Florida Building Code 2020 7th eddion,Section 1609, It is the contractors responsibility to review all drawings prior to beginning of construction. Advanced Structural Consulting, Inc. is not responsible for any dimensional information, contractor is responsible to verify all dimensional information shown on sign and sealed drawings. Any discrepancies between field conditions, other design professional's shop drawings, contractors construction methods and these signed and sealed drawings need to be brought to the attention of the engineer of record prior to construction. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022Cc W d U Q � W � W p U` lV 0 mIr W Q W 2 U_ W �a U W N LUH V Q� Z CO � Ja J J c0 W V U� =aLU Z LU �° o } D W o= M CD a � (D 00 N O V � � Z U O W c� — U� P W O J a W jb�n-J O CONTRACT DATE: W W t-- cc a •> o W Zp U } z� Q �a Q zz O cc Z z W W Cn to LU W Z pp W U_ J 06 Co O O O �.� O Q a A ♦ J �' r W Co rn ■- C N J > rM ouiW0 .o v � v D. L � aco JOB NO. 2021-18 z O a U U W 0 W Q W FOUNDATION PLAN DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR SHEET NO. S101 � J T T N N O N to N T 6" CAST IN PLACE CONCRETE CAP W/ #5 @ 8" O.C. EACH WAY NORTH NOTE: PRE-ENGINEERED CANOPY FRAMING BY OTHERS ,A.. ,8 .. gyp. �F, �, H/ ,K., ,L.,. _ — — — I I f �I I !i III II II II I LI II i'i II II II II 11'-8" 23'-6" 16'-10" 16'-10" 23'-6" 11'-8" I �� II II II II II II II 1 STRUCTURAL FRAMING PLAN S301 3/16" = V-0" GENERAL NOTES 1. REFER TO STRUCTURAL DETAIL/SECTION DRAWINGS FOR TYPICAL CONNECTION DETAILS. 2. LOCATIONS SHOWN FOR ROOF TOP EQUIPMENT IS APPROXIMATE. G.C. SHALL COORDINATE & LOCATE FRAMED OPENINGS BASED ON FINAL ROOF FRAMING LAYOUT. REFER TO SHEET S501 FOR FRAMED OPENING DETAILS. ALSO SEE EQUIPMENT SCHEDULE ON MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. UPLIFT BRIDGING DESIGNED BY OTHERS. SEE WIND PRESSURE CHART ON SHEET S000 FOR WIND PRESSURES. 4. FIELD VERIFY ALL JOIST BEARING ELEVATIONS. 5• 1.5 B20 STEEL DECK (3 SPAN CONT.) 5/8"0 PUDDLE WELDS @ 36/7 PATTERN. 5/8"0 PUDDLE WELDS SIDE LAPS @ 8" O.C. 6" CAST IN PLACE CONCRETE CAP W/ #5 @ 8" O.C. EACH WAY REVIEWED FOR ED CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES y FL. Reg. #73068 A Cert. Au. #29659 730 S. Sterling Ave. I C I Suite 101 Tampa, FL 33609 Phone (813) 629-0711 ADVANCED STRUCTURAL Fax (813)593-5223 CON5ULi NG, iNC- To the best of the engineer's knowledge, the plans and specifications comply with Florida Building Code 2020 71h edition,Section 1609. It is the contractors responsibility to review all drawings prior to beginning of construction. Advanced Structural Consulting, Inc. is not responsible for any dimensional information, contractor is responsible to verify all dimensional information shown on sign and sealed drawings. Any discrepancies between field conditions, other design professional's shop drawings, contractor's construction methods and these signed and sealed drawings need to be brought to the attention of the engineer of record prior to construction. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANI PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022 z O E_ a cc U u1 O w a 0 w Ir w fn a cr Lu J mwcJ J , w J Q LL U_ i W �a U LU N LH V Q� Z JM - J J CM W_ V U_ LL Q LU cn } LU J LU N Z G 0 °C } W 100 �p N O U U O o � � W O � F III W � W = CONTRACT DATE: ww r- >p ti Q Oz o W ZO U } zP Q (Da c zz o oc z z LUw 1n wW z pp w _U J 06 co to t(7 O O O O Q au_ C6 rn ■� C N LM .4 = J LL = Q w W _0 J .o �Cl V � t C� � L Q ROOF FRAMING PLAN DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. S201 40 J I I I I 1 I _ 11 1 _ .. 1. 1. 11 1 1 I 1-1e01nv1nv41r 3 4 i I :4X3/8 STRUCTURAL SECTION THROUGH CANOPY FRAMING REAR 3/16" = 1'-0" T O T T N N O N L0 N T— TYP d W m u_ O 2 O r- O m 7C W Of FLOOR 0'_Off v GE WQQ1OVA YQ/Q 2X12X1 /2 YOND I TYP STRUCTURAL SECTION THROUGH CANOPY FRAMING BEND 3/16" = 1'-0" Q STRUCTURAL SECTION THROUGH CANOPY FRAMING 3/16" = 1'-0" WALL 16'-0" v SS 10X0.500 ••�11 Rn HSSI OXC BEYOP STRUCTURAL ELEVATION — CANOPY REAR 3/16" = 1'-0" NO - _ T.O_ WALL 16-- � FIRST FLOOR 0'-01 STRUCTURAL SECTION THROUGH CANOPY FRAMING 3/16" = 1'-0" (S ENLARGED FRAMING PLAN — CANOPY 1/4" = 1'-0" HSS1 STRUCTURAL ELEVATION — CANOPY NORTHWEST 3/16" = 1'-0" T 4 2 1 STRUCTURAL ELEVATION — CANOPY SOUTH 3/16" = 1'-0" D.C. S302 WALL 16'-0" •I m 12X1 /2 T.O. WALL 16'-Oil 91 FIRST FLOOR 0'-0" REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES A ^ JReg. # 68 Cert. Cert. Au. #2929659 730 S. Sterling Ave. C I Suite 10 1 Tampa, F FL 33609 Phone (813) 629-0711 ADVANCED5TRUCTURAL Fax (813)593-5223 CONSULT NG. INC. To the best of the engineer's knowledge, the plans and specifications comply with Florida Building Code 2020 7th edition,Section 1609. It is the contractors responsibility to review all drawings prior to beginning of construction. Advonced Structural Consulting, Inc. is not responsible for any dimensional information, contractor is responsible to verify all dimensional information shown on sign and sealed drawings. Any discrepancies between field conditions, other design professional's shop drawings, contractor's construction methods and these signed and sealed drawings need to be brought t0 the attention of the engineer of record prior to construction. I DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY C ING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT FTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUES- FOR CONSTRUCTION ISSUE DATE: 01.24.2022 z O L U W 0 W Q 0 W W Zco do W r Cc W 0 m J W J u- x U_ W �a = V z� Uj z IJ a J J M W C.) QJ W _U Q(/j W —1 LU N = Z o Iz W °_ O� �W a °° IN O Q z L) O CCU Ux r�, O IJ a . � '1 W = � 1 W � � A 1.; � 0 CONTRACT DATE: v� ; o Q•j3 0 W z0 v �a Zz d o IX z W aW > z U5 W W fn Z O W U_ J off$ co O O CD �•^ i. Z Q aU- � 0 Co• J C� r � • ,4A), LM• N WW • W W W o J • O L rn ;++ L6 L r aC:) CANOPY FRAMING PLAN & DETAILS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. S301 � I STRUCTURAL ELEVATION - CANOPY FRONT 3/16" = 1'-0" 04 HSS10X0.500- CID t7') X X N �I I I I,I I I I I I r I I I I I I I I I I I I I I I I I X r _ _ U) CANOPY FRAMING DETAIL 3/4" = 1'-0" 00 X X N HSS E CANOPY FRAMING DETAIL N u 3/4" = 1'-0" M =%/1=1AF= n c n M TYP N VE CANOPY FRAMING DETAIL 3/4" = 1'-0" HSS 12X4X3/8 CANOPY PEAK FRAMING DETAIL 3/4" = 1'-0" ` FL. Reg. #73068 A Cert. Au. #29659 730 S. Sterling Ave. C I Suite 10 1 Tampa, FL 33609 Phone (813) 629-0711 6ANCEDkRUCTURAL Fax (813)593-5223 CONSULT NC, INC. To the best of the engineer's knowledge, the plans and specifications comply with Florida Building Code 2020 71h edition,Section 1609. It is the contractors responsibility to reviewoll drawings prior to beginning of construction. Advanced Structural Consulting, Inc. is not responsible for any dimensional information, contractor is responsible to verify all dimensional information shown on sign and sealed drawings. Any discrepancies between field conditions, other design professional's shop drawings, contractor's construction methods and these signed and sealed drawings need to be brought to the attention of the engineer of record prior to construction. IIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT BITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE A IOJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01.24.2022 z 0 a U W w Q O W Ir Lu - C <Z W� w _ 0 m= w-, ¢U_ U 2 W �a WV w N �- Q rn _ z 1M J — co W_ V _U LL a o cn w_j W� ♦♦ �J Z V 00>_ W (_ O� � w a� �N 0 .r. U O U P 0 J a .� W O CONTRACT DATE: W W ti a o W Z0 U zF ¢ �a ¢ zZ O cc z w w cn Lu W Z O D tL _U J off$ 00 Lf7 to O O o z aLL A♦ 0 00 • N 4 _3 LL WLU0. t6 Q± _ U� i i a o CANOPY FRAMING PLAN & DETAILS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. S302 � I ` Mi� d- N 0 T r N N O N N T WALL nX N CMU WALL, REFER TO SEE PLAN AND o —o PLAN FOR TYPE STRUCTURAL BOLLARD BOLLARD - 9'-- ELEVATIONS FOR 3/16"SAW-CUT JOINT, - PLAN VERTICAL CUT AS SOON AS �° REINFORCING POSSIBLE AFTER o INFORMATION TROWELLING co EXPANSION MATERIAL.� FILL JOINT WITH w LIQUID SEALER w O a HORIZONTAL JOINT REINFORCED CONTROL JOINT REINFORCED _la REINFORCING AT MATERIAL o w TO BE USED AT CONTRACTOR'S CONIC FINISH CONCRETE SLAB, I 16" OC CONCRETE SLAB, WWF w PER ARCH. REFER TO PLAN REFER TO PLAN SIDEWALK/GRADE, OPTION AT ANY CONTROL 4" SCH. 40 GALV. STEEL JOINT LOCATION _ �� PIPE FILLED W/ CONC. I GRADE REFER TO PLAN TOOLED CONTROL o °° ---—-----_ W g 0' 11/2" JOINT co&PAINTED --- a--:QQ-- i �, - °--_---__ ° W 0' - 6" ° a Ia-1 I- 1= —°° CONC. FINISH z ° —_ WWF (1) #5 CONT. PER ARCH. W —III = o g_ 11 a°T- 11 I1 11 w z a - in CONC. SLAB °I - -iii — ° �° W_ Tp--- -------- 4 I° ° I - CUT EVERY OTHER — — — — — — - ° cwn III it T= = 1 0 °° I 1 #5 CONT WIRE AT JOINT #5 BAR AT NOTES: a a ° 48" O.C. —III 0' - 8° _ G cc _ W.W.F. III III=III III III I�;— III; iII IIIII� _►° ° Ia° 1. MUST BE WITHIN 12 HOURS OF CONCRETE ° C' PLACEMENT. —III I 1 �_ ,�•— -- —• J ° - co 2. HAND TOOL JOINT TO FACE OF WALL WHERE SAW DOES NOT REACH. 3,000 P.S.I. CONIC, TYP. a 0, ° FOOTING, REFER TO 0' - 3 PLACE REINFORCING 1 1/2" CLEAR FROM TOP. SCHEDULE CLR FOOTING, REFER TO 0' - 3'7 SCHEDULE CLR 0 DIA. CONTROL JOINT n CONSTRUCTION JOINT TYP SLAB AT OUTDOOR PATIO BOLLARD DETAIL C)TYP EXTERIOR WALL FOOTING c TYP EXT WALL FTG AT WALL OPENING SCALE NOT TO SCALE NOT TO SCALE `NOT TO SCALE V NOT TO SCALE REINFORCED CONTROL JOINT CONCRETE SLAB, MATERIAL REFER TO PLAN SIDEWALK/GRADE, REFER TO PLAN G --- T_ � ° WZ iIi—IIII�i— `� o aQII° _III N • ! 2'-0" Of do X_ 3 #5 CONT TYP EXT WALL SLAB EDGE AT 7 W��L OPENING 3/4" I 0'- 1 1 /2" EQ EQ 0' - 1 1/2" N r 0 1/4 Sk I -- wU' I + COLUMN SIZE - A� Ci w — BASE PL W/ (4) A307 N ANCHORS, REFER TO SCHEDULE -© o U.N.O. NUT/WASHER COLUMN SIZE -® (TYP.) REFER TO 1/4 FOUNDATION j 1/2" COL. PLAN FOR ISOLATION SLAB REINF. JOINT, TYP. REVIEWED F O R I ---- - =- -- CODE COMPLIANCE ° 4- 4, ° �� � UNIVERSAL ENGINEERING SCIENCES � a . N ° ° J. ° a . d - °'. - ° w 1 4 1 1/2" N.S. GROUT ❑CO° �° w ANCHOR BOLTS a ° REFER TO FOOTING — ,& — ._. •-°— a . �° ° co d SCHEDULE o U STEEL COLUMN BASE PLATE SCHEDULE " FL. Reg. #73068 COLUMN SIZE o BASE PLATE © ANCHOR BOLTS © EMBED LGTH. o HSS 4X4 3/4"x 12"x 12" 4-3/4" DIA. A.B 12" LG. HSS 6X6 3/4"x 12"x 12" 4-3/4" DIA. A.B 12" LG. HSS 7X7 1 "x 14"x 14" 4-3/4" DIA. A.B 12" LG. HSS 8X8 1"x 14"x 14" 4-3/4" DIA. A.B 12" LG. HSS 9X9 1"x 15"x 15" 4-3/4" DIA. A.B 12" LG. HSS 16X12 1"x 18"x 18" (4) 1" DIA. A.B 12" LG. A Cert. Au. #29659 730 S. Sterling Ave. C I Suite 101 Tampa, FL 33609 �---n--��r Phone (813) 629-0711 ADVANCED5TRUCTURAI Fax (813)593-5223 CON 5u LI:NG, INC. To the best of the engineer's knowledge, the plans and specifications comply with Florida Building Code 2020 7th edition,Section 1609. It is the contractors responsibility to review all drawings prior to beginning of construction. Advanced Structural Consulting, Inc- is not responsible for any dimensional information, contractor is responsible to verify oil dimensional information shown on sign and sealed drawings. Any discrepancies between field conditions, other design professional's shop drawings, contractor's construction methods and these signed and sealed drawings need to be brought to the attention of the engineer of record prior to construction. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF �a��EEL COLUMN BASE DETAIL SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT NOWRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01.24.2022 z O it U W 0 w 0 w W a L —v�4 Q �1114 o0 inW W J V U_ g W cc WC.) w N H V Q� Z M 2W V Uw 3: Q o ui � w_1 LU N = Z 0 0 °C � W � w a °° " O CI) +� Z U O ORi � U'Ix W O J a W W = ICONTRACT DATE: 41 N ; W a W ZZp Z F:. ZZ xZ w > pp t-- v Q O z w r� z w U 06 00 0 0 0 o O • Q CL J LL • A♦ W J 00 00 co •� Q W W O J • O L_ � m r V � ++ to V � L Q o STRUCTURAL DETAILS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR r r- N T r N N O N O N I— T DISCONTINUE BEARING WALL HORIZ. JOINT REINF. q D�j]D[�] DG D STEP BOND BEAM CONTINUOUS DECK TO FOLLOW ANGLE L4x4x1/4 WITH 3/4" CONT. JOINT FROM ROOF SLOPE 1/2"0 x 6" EXPANSION i T. TO BOOT./ROOF ANCHORS CUP 24" O.C. Ca1NC:RFTF C1R 2/3 1/3 EQ r EQ CONTINUOUS BACKER TIEIE BEAM (DISCONT. AT ALL . - RAKE AND CAULK i Qn-ru clnee n� nInTG� hUU ANU UAULN EACH SIDE MASONRY OR CONC. TIE BEAMS). RAKE JOINT AND CAULK. �� DARCHITECT JOINT SEE 48 BAR DIAMETER ALTERNATE DIRECTION LAPS OR 24" MIN. OF DOWEL BEND �� �� /-.l �� �� 7� ° f 7 ��1 I f 7 it ENDS .... �.- PROVIDE 8" BEARING EA. END OF LINTEL. NOTCH TO ALLOW VERT. �� °` �'� ��a� MASONRY TIE - BEAM, REFER TO STRUCTURAL H 1- — ono c O' _ 4n I . ... 'I 1 i� % IF/ F'HtF-UHMtU SASH - ° — — "� " • " , • - - BLOCK GASKET SASH BLOCK ,. REINF. TO BE CONTIN. COLUMN/BEAM z 0' - 2" HOOK AT - NON -BEARING WALL ELEVATION O ENDS U — — -T — — — — — — — — — i— — — PRECAST, CONCRETE DRAWINGS U OF BEAM. r � U-LINTEL, REFER TO _ _ _ _ _ _ _ _ _ _ - a I INTERLOCK WALL POUR _ _ El INTERSECTIONS STRUCTURAL TOGETHER0 �I��I� I ° W/ RUNNING BOND COLUMN/BEAM _ — —� -� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • NON-BRG. TO BRG. WALL COURSING ELEVATION DRAWINGS M N WHERE & LINTEL SCHEDULE BEAM SPLICE r NECESSARY r `� REFER TO AS REQ'D. SPLICE TOP STEEL o rr (1) #5 CONT. AT EACH DISCONTINUE JOINT U4 STRUCTURAL AT MID SPAN ° SIDE OF JOINT REINFORCING AT COLUMN/BEAM V-4" #3 STIRRUPS (U.O.N.) MASONRY CONTROL JOINT TOOTH -IN 8" CMU WALL01 ELEVATION 2" SEE PLAN FOR EXTEND BOT. BARS EVERY OTHER DRAWINGS LINO 6" OVER SUPPORT Al COORDINATE LOCATION WITH ARCHITECTURAL COURSE z STIRRUP SPACING UNLESS BARS ARE MAX. SPACING = 20'-0" U.N.O. CONTINUOUS aDC1 a DC] D OPEN OPEN 2'- 0" PROVIDE "T" (1) VERTICAL MIN. STEP TYP. OR "L" HORIZ. BAR, MATCH WALL JOINT REINF. REINF. BAR SIZE BRG. TO BRG. OR NON-BRG. TO NON-BRG. TYP MASONRY CONTROL JOINT n TYP MASONRY WALL INTERSECTIONS TYP BOND BEAM CONNECTIONS A TYP LINTEL DETAIL -WITH TIE BEAM TYP POURED CONCRETE BEAM REINF G T�a��EP AT CMU BONDBEAMNOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE V N 900STD. HOOK (1) #5 UNLESS DOWEL OUT NOTED OTHERWISE OF LINTEL ON PLAN VIEW H MCJ DOES NOT PASS / HOOK THROUGH BOND BEAM. /� BARS INTO SEE MCJ DETAIL �� j BOND BEAM HOOK TOP STEEL a• CONC. TIE BEAM REFER TO STRUCTURAL I - ! / ELEVATIONS (AT CONTRACTOR'S 4OPTION, INCREASE DEPTH AS REQ'D. TO MAINTAIN COURSING) CONCRETE �SEE PLAN VERTICAL PARAPETIL BOND BEAM �� � REINFORCING FOR JAMB i I PILASTERS 1# WALL REINF. -- PER PLAN / PRECAST STD 90 HOOK ° e 5 VERT. U.N.O. 4" MIN j REFER TO STRUCTURAL j 2x a ` #9 WIRE CONCRETE ELEVATIONS FOR �� LINTEL BEAM DEPTH LAUUtt-t I Yt't I Y r - - LIIV I CL JrCIiIrium I IUIVJ < ° HORIZONTAL j - ° < ° REINFORCEMENT MX j a A OPENING e N �° r J LAP SPLICE ' \ ° ° 30" FOR #5 / 36" FOR #6 0'- 8" Er 42" FOR #7 REINFORCED r J 0 6 K.O. BLOCK MASONRY WALL U OR FORM & — ° IL / TYP; POUR SILL C.M.U. WALL I, ° 90° STD. < 4 CLEAN -OUT HOOK INTO x REQUIRED AT K.O. BLOCK — — — — — — — — — — — — — — — VERT. WALL REINF. ��— ALL FILLED 4 CELLS FOR HIGH -- 48 x BAR DIA. LAP LIFT GROUTING REBAR EA SIDE MASONRY (1) #5 REBAR >TYP OF MCJ. CONTROL JOINT WALL SECTION A FOOTING 7P MLEV 8Q SONRY WALL REINFOCG YP WALL OPENING WITH PRECAST LINTEL REINFORCING DETAILASONRY CONTROL JOINT E Y0TYT TYP STEPPED TIE BEAM TO SCALE 0 NOT TO SCALE CONCRETE OR 90 DEGREE MASONRY TIE STANDARD HOOK 0'- 2 1/2 0'- 2 1/2" BEAM - SEE PLAN 4 N 1/2" THK. PLATE - b, N CONC. FOOTING (AT C.M.U. WALL C.M.U. K.O. CONC. PIPE THRU WALL, WRAP s ° CONTRACTOR'S OPTION, FILLED WITH (1) #5 PIPE WITH 1" THICK MIN. o -- _ °° a I I ° I ar INCREASE DEPTH AS REQ'D. EXPANSION MATERIAL TO MAINTAIN COURSING) LL L -°T CONT. STEEL � O ANGLE 4"x 4"x 1/4" N WELD TO EACH N 4"x 4"x 1/4" CONT. STEEL JOIST ANGLE W/ 5/8" DIA EXP ° o TYP ANCHORS Qa 24 =-1i " OC (6"L�; 1/8 3" K SERIES MASONRY WALL j II 4" K SERIES 4" LH SERIES (4) 1/2" DIA x 6" 1 1 1/8 EMBED) ° PER PLAN 6" LH SERIES LG HD STUDS METAL DECK, REFER TO METAL DECK, REFER TO STRUCTURAL PLANS I I q 1, I I CUT INSIDE FACE OFF STRUCTURAL PLANS ° BLOCK EVERY OTHER 8 1/8N DOUBLE JOIST BRG. a a LI"- 11 COURSE TO ALLOW 0 0' - 1 1/2" CLRI I i I CONCRETE POUR TO BE co 1/8 ° m p (TO TIES) I 1 -� 1 I M KEYED INTO MASONRY JJ ° U U ° 0'-2"0'-2" 8"LHSERIES °+ 1'-4" V-4 3/8" V-4" _ N e I J o co 04 LIL co r e STEEL BAR JOIST, I$ II I< o a U c� (2) 1/2' DIA x 6" REFER TO LG HD STUDS ° o �a STRUCTURALPLANS ° I d `� 9 a , 9 STEEL BAR JOIST, REFER + ° ° ° .. 9 I J I ° r , _ MASONRY BEAM. °_ � ° Q I- ' '^° � ° °I STEEL JOIST TO STRUCTURAL PLANS cV TYP ° 30 DIA LAP C.M.U. INFILL 30 DIA LAP BEARING - '' 1/8 REFER TO BEAM �,- MIN MIN PLATE. SCHEDULE. STEP ° ° SEE 14/S501 MASONRY BEAM. REFER b 1/2" STEEL PL CONC. BEAM TO ° ( ,I°1- _1 I _ TO BEAM SCHEDULE. MATCH ROOF SLOPE. CONCRETE OR TI I STEP CONC. BEAM TO SEE DETAIL SHEET S501 MASONRY TIE BEAM I I� MATCH ROOF SLOPE. SINGLE JOIST BRG. SEE PLAN (REINF. I I4� SEE SCHEDULES SEE DETAIL SHEET S501 NOT SHOWN FOR CLARITY) I f el I (° I FOR FOOTING AND COLUMN SIZES AND TYP STEPPED FOOTING FOR THRU WALL PRE CONNECTION AT CMU JOIST BEARING PLATES STEEL DECK ANGLE AT CMUREINFORCING *_a��.�201STNOT TO SCALE t NOT TO SCALE NOT TO SCALE J — -�a I' I #5 BAR IN FILLED CELL a � z I I°I °-tlll o ff II m U II— — o U 0'- 3" CLR TYP POURED CONC COLUMN DETAIL 16 NOT TO SCALE A Reg. #73068 Cert. Cert. Au. #29659 730 S. Sterling Ave. C I Suite 101 Tampa, FL 33609 Phone (813) 629-0711 REVIEWED FOR �DVANCED TINCL Fax (813)593 5223 CONSU LT�NG. INC. CODE COMPLIANCE specifications the best of the engineer's knowledge, the plans and specifications comply with Florida Building Code 2020 7th edition,Section 1609. It is the contractors responsibility to UNIVERSAL ENGINEERING SCIENCES Advanced Structural prior ul beginning of construction - Advanced Structural Consulting, Inc. is not responsible for any _ dimensional information, contractor is responsible to verify all dimensional information shown on sign and sealed drawings. Any discrepancies between field conditions, other design professional's shop drawings, contractor's construction methods and these signed and sealed drawings need to be brought to the attention of the engineer of record prior to construction. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01.24.2022 z 0 L U U w w 0 w cc 'N fn Zia o 00 a m w _� QU_ U_ W �a 0 LU N WH QL0 Z M �a J _jM W V ULL =QoJ ZLU p 00Iz W �_ 2 2 (,0 Lu 002 (DN co O V Z . O U) O U� W° J WW = 1 = CONTRACT DATE: N >o r-- cc OZ o W z0 U zP Q �a Q Kz O cc z z w w uj >y � (3 0z w U J 06 co to L0 O O �� �.� z 0 aU_ C� co WWW • J LL � a WLLJ 0 L. ai a= s �j a� STRUCTURAL DETAILS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. S501 � I —--J_-1- T CM O T T N N O N L0 N T 5/8" DIA PUDDLE SEE PER DETAIL WELD (TYP.). SEE MECHANICAL RTU U) _z w = ROOFING SYSTEM, JOIST TOP q SEE ROOFTOP > :- CHORD CURB ARCHITECTURAL L4" x 4" x 1/4" x 0'-4" LONG (x4). TH RU-BOLTS INCREASE SEE MECHANICAL LENGTH FOR RTU FRAME STEEL FRAMING ANGLES AS REQ'D. JOIST WEB STIFFENER PLAN NOTES FOR WELD PATTERN AT DECK WIDTH SUPPORTS - CL OF STL. -- JOIST OR BEAM PERIMETER 0' - 0' _ 6" WALL STEEL ° _ WELD AT 12" O.C. ° " o o TYP. N 1/4 MAX. (U.O.N.) _ 0 0 0 ° N FILLER SHEET TOP CORD LENGTH APPROXIMATE CAMBER g o o r WHERE DECK SIDES o 0 0 0 TERMINATE AT ° 20'-0" SEE SCHEDULE ° (6096 MM) 1/4" (6 MM) 0, _ 4„ 1/2" THICK x 10' WIDE PERIMETER WALL ° ET L EC o _ EMBED PLATE FLUSH FOR # OF ROW 30'-0" (9144 MM) 3/8" (10 MM) TYP. N W/TOP OF BEAM, TYP. 40'-0" (12192 MM) 5/8" (16 MM) (2) L 4x3x3/8 - 50'-0" (15240 MM) 1" (25 MM) " a o 3/4" DIA.x 6" HEADED TRADE 3/16 ° ° ° _ 60'-0" (18288 MM) 1 1/2" (38 MM) c, TO CLIP & HEOADED BOLT INVOLVED ° 70'-0" (21336 MM) 2" (51 MM) LU SCHEDULE THIS SHEET STEEL JOIST 1. LOCATE L3" x 3" x 1/4" U.O.N. FRAMES AROUND ALL ROOF ° ° 0 80'-0" (24384 MM) 2 3/4" (70 MM) < M T OPENINGS U.N.O. REFER TO MECH. CURB FRAMING DETAIL > CONC. COLUMN/BEAM. SEE FOR EQUIP. FRAME ANGLE SIZES. ° - ° �o PLAN & COLUMN 90'-0" (27432 MM) 3 1/2' (89 MM) o ROOF TOP UNIT FRAME SCHEDULE UNIT WEIGHT ANGLE SIZE 0 - 675 Ibs. L4" x 3" x 1/4" L.L.V. 676 - 1500 Ibs L4" x 4" x 3/8" 1501 - 3000 Ibs L6" x 4" x 3/8" L.L.V. 3001 - 6000 Ibs L6" x 6" x 3/8" 6001 - 8000 Ibs L8" x 6" x 7/16" L.L.V. 71- 17/S502 Typ, (TYP.) 3/16 ------------ II I I II ICI I � � ! I ICI CL TO CL OF JOISTS (SEE FRAMING PLAN) T11 III I j �`� I III OPENING SIZE - SEE PLAN, VERIFY W/ TYP. __ SCHEDULE. WHERE STEEL 2. CONTRACTOR SHALL VERIFY LOCATION & SIZE OF -- ° STEEL BEAM BEAM DOES NOT FRAME OPENINGS PRIOR TO STEEL FABRICATION. — — - (SEE PLAN) INTO CONC. COLUMN OR a 11 - a BEAM, PROVIDE A MIN. OF 3. FRAME IS REQUIRED FOR ALL OPENINGS 12" & GREATER. 5/8" PUDDLEWELDS EQ. /0'- 1/2" A325 THR° 24" LENGTH OF CONC. TIE WHEN DECK STARTER SPACED AT SIDE LAPS BOLTSSa BEAM W/(2) #5 TOP & BOT. 4. REFER TO JOIST STIFFENER DETAIL FOR JOIST STIFFENERS SHEET LOW LIP IS WELDED BETWEEN. SUPPORTS. SEE W/#3 TIES AT 8" O.C. TO PERIMETER AT V-0" PLAN NOTES FOR SCREW SIZE VA —a AS REQUIRED. O.C., STEEL FILLER SHEET & PATTERN AT SIDE LAPS. 1/4 STL. CLIP & HEADED BOLT SCHED. BEAM SIZE LENGTH OF CLIPS NO. OF 3/4" DIA. HEADED BOLT ROWS NO. OF 3/4" DIA. A325 BOLTS W 10 0'-7" 2 2 W 12 0'-9" 3 3 W14 0'-11" 3 3 W16 1'-1" 4 4 W 18 V-3" 4 4 W21 1' 6-1/2" 5 5 W 24 V-7" 6 6 W27 1'-10" 6 6 W30 1'-11" 6 6 ALL BEAMS TO HAVE AISC STD AMOUNT OF BOLTS UNLESS LOAD GIVEN EXCEEDS. IS NOT REQUIRED. 1/4 MECH FRAME CURBING ROOF OPENING/EQUIP CURB FRAMING TYP METAL DECK ATTACHMENT STEEL JOIST CAMBER TABLE STEEL BEAM BOLT CLUSTER C)TYP LENOT TO SCALE 4"x 4"x 1/4" L6x4x3/8" x 10" LONG 0'- 0 1/2" STEEL DECK 2 1/2" MAX. ANGLE STEEL BEAM, 1/8 MIN �P' SEE PLAN TYP. BEARING 1/8 2 1/2" (2) 1/2" DIA.x 1/8 6" EXP. BOLT � 3/8" o STEEL BEAM. STEEL PLATE L-2 1/2 x 2 1/2 x 1/4 POINT LOAD o STEEL JOIST STEEL STEEL 0 1/8 TYP• BAR JOIST 1/8 TYP METAL DECK JOIST JOIST STEEL BEAM 0'- 1 1/8" ' - 2 5/8" TYP. FOR THE PROPER USE OF jL (SEE PLAN) 1/8 HORIZONTAL BRIDGING HORIZONTAL 1/8 FOR THE PROPER USE OF 1/8 i" REFER TO SECTIONS HORIZONTAL BRIDGING 104.5 AND 105 OF SJI. TYP HORIZONTAL BRIDGING BRIDGING REFER TO SECTIONS L-2 1/2 x2 1/2'x 3/16" 1/8 1/2" STL. PLATE STIFFENER 1/8 104.5 AND 105 OF SJI. STEEL BEAM 4"x 4"x 1/4" L-6x4x3/8x 10" LG. L-4x4x3/8 x 6" LG. 1/g TYP. JOIST TO STL. BEAM DETAIL - K SERIES (SEE PLAN) M STEEL DECK L-2 1/2 x 2 1/2 x 1/4 BOLT (b) STEEL BEAM, TYP. L-4x4x3 8 x 6" L M 1/2" STL. PLATE ANGLE SEE PLAN 1/8 L-2 1/2 x 2 1/2 x 1/4 BOLT (b) 0' - 0 1/2" -o\o 0 0> WELD L2 1/2" x 2 1/2" x H 1 /4" EA 4" MAX.N MIN SEE 5/S502 SCHEDULE (2) 1/2" DIA. x o a> SIDE OF JOIST FROM LOCATION OF TYP. BEARING 1/8 4" r- 1/4 6" EXP. BOLT 3/8" LOAD TO NEAREST PANEL POINT � � STEEL PLATE (ON OPPOSITE CHORD OF JOIST). 1/4 (a) � \ �V BRIDGING ROWS ARE TO BE EQUALLY POINT LOAD STEEL BEAM. 3/8 SPACED IN RELATION TO JOIST SPAN. o o o Fo FIELD ADJUST AS REQUIRED SO THAT JOIST STIFFENERS NOT 3/8 DIAGONAL BRIDGING MEMBERS WILL NEST REQUIRED FOR POINT LOADS: STEEL STEEL JOIST TYP. 1/8 BRIDGING ADJACENT TO WEBBING VEE & RESPECTIVE CHORD MEMBER.it < 100 LBS AT TOP CHORD JOIST 1/8 TYP. TYP. TYP. 1/8 < 100 LBS AT BOTT. CHORD - DIAGONAL BRIDGIN 1/s 1/8 1/8 (WHERE POINT LOADS OCCUR L-2 1/2"x2 1/2"x 3/16" (a) HORIZONTAL BRIDGING UNITS SHALL BE USED IN THE SPACE (a) HORIZONTAL BRIDGING UNITS SHALL BE USED IN THE SPACE BETWEEN JOIST PANEL POINTS) 1/8 ADJACENT TO THE WALL TO ALLOW FOR PROPER ADJACENT TO THE WALL TO ALLOW FOR PROPER DEFLECTION OF THE JOIST NEAREST THE WALL. DEFLECTION OF THE JOIST NEAREST THE WALL. TYP. JOIST TO STL. BEAM DETAIL - LH SERIES (b) FOR REQUIRED BOLT SIZE REFER TO BRIDGING SPACING TABLE IN SJI. (b) FOR REQUIRED BOLT SIZE REFER TO BRIDGING SPACING TABLE IN SJI. TYP BRIDGING CONNECT. TO MASONRYTYP BRIDGING CONNECT. TO STEEL TYP BRIDGING DETAIL TYP Ja�IST STIFFENER DETAIL TYP JOIST TO STL BEAM CONNECTION TYP. STEEL BEAM TO STEEL BEAM DETAIL p O NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SC NOT TO SCALE NOT TO SCALE 3/4" DIA. A325 THRU BOLTS, TYP. 0'- 4 1/8" TYP 1/2" THICK STEEL BEAM. N WELDED CAP SEE PLAN. r >- STEEL BEAM. SEE PLAN. 0 d z CM-- - - -� C? W w=C, Q > 0 LO cWj -Cf) I I - 1/2" THK. STL. PLATE, TYP. 1/4 0'-25/8° TYP 1/4 STEEL COLUMN (SEE PLAN) I I TYP COL TO BEAM CONNECTION DET 12 NOT TO SCALE REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES FL. Reg. #73068 A S Cert. Au. #29659 730 S. Sterling Ave. Suite 101 Tampa, FL 33609 nu Phone (813) 629-0711 ADVANCEDSTRUCTURAL Fax (813)593-5223 CONSULTING. INC. To the best of the engineer's knowledge, the plans and specifications comply with Florida Building Code 2020 71h edition, Section 1609. It is the contractors responsibility to review all drawings prior to beginning of construction. Advanced Structural Consulting, Inc. is not responsible for any dimensional information, contractor is responsible to verify all dimensional information shown on sign and sealed drawings. Any discrepancies between field conditions, other design professional's shop drawings, contractor's construction methods and these signed and sealed drawings need to be brought to the attention of the engineer of record prior to construction. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01.24.2022 z 0 a it U W w 0 w 0 w rr w a. z00 N <� �o Er Cr mWN J U W V W W= C.)Q� z �M c0 J � W V ULL =QoJ W2 � C\I = Z 000 >- 0 0- [L � W 00 N O V Z O U) O� L%�rl W° J a W A A. , O CONTRACT DATE: w Lu ti Q •j3 0 W zo U �- z P �< a zZ O Mz z >w z Cn pp w _U J off$ Ol 0 c z r co o L n. U- �1 ♦ 0 W co LM .4 a3 J �Q LEI 0 o J o i Qo c� STRUCTURAL DETAILS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. S502 � I WE It M 0 T N N 0 N LO N T Mr AAA F-%r--A 11 Y1 L7C/111V1 VC I r% 0 8"x8"x16" CMU K.O. (1) #5 CONCRETE FILLED MB88 1 1/2" = V-0" nnI I I AA1 nrTA 11 n IJVLlJIV11 V LJL 1 1-% %J 1 1/2" = 1 '-0" 8"x8"x 16" CMU K.O. (1) #5 CONCRETE FILLED 8"x8"x 16" CMU K.O. (1) #5 M B824 1 1/2" = V-0" 8"x8"x 16" CMU K.O. (1) #5 8"x8"x16" CMU K.O. (1) #5 CONCRETE FILLED 8"x8"x16" CMU K.O. (1) #5 1 1/2" = V-0" (2) #5 PROVIDE 1 1/2" CLEAR COVER, TYP. 0 PC88 1 1/2" = 1 '-0" CONCRETE FILLED (1) #5 81,x8" PRECAST LINTEL PC816 1 1/2" = V-0" 8"x8"x 16" CMU K.O. CONCRETE FILLED (1) #5 CONCRETE FILLED (1) #5 8"x8" PRECAST LINTEL 0 N PC824 1 1/2" = V-0" 8"x8"x16" CMU K.O., TYP (1) #5 CONCRETE FILLED (1) #5 CONCRETE FILLED (1) #5 8„x8„ PRECAST LINTEL PC840 1 1/2" = V-0" (1) #5 WxWx16" CMU K.O. (1) #5 8"x8"x16" CMU K.O CONCRETE FILLED (1) #5 Wx8"x16" CMU K.O. CONCRETE FILLED (1) #5 CONCRETE FILLED (1) #5 8"x8" PRECAST LINTEL 8" NOM. (2) #s II #3 STIRRUPS @ 10" O.C. ° • (2) #5 N PROVIDE 1 1/2" CLEAR COVER, TYP. 44, (2) #6 in (2) #6 o ° CB824 1 1/2" = V-0" REVIEWED FOR E9 CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES 8" NOM. of do a (10) #5 ° 8" NOM, rr ° #3 STIRRUPS @8"O.C. (6) #5 4 ^� I FL. Reg. #73068 OVI•°- •) PROVIDE 1 1/2" Cert. Au. #29659 T #3 @ 7 I'• " •�' CLEAR COVER, 730 S. Sterling Ave. 1 FILLED CELL WITH 2 FILLED CELLS WITH 2 FILLED CELLS WITH 3 FILLED CELLS WITH 3 FILLED CELLS WITH 3 FILLED CELLS WITH ^l ° O.C. TYP I Suite 101 d 1 I Tampa, FL 33609 (1) #5 (1) #5 EACH CELL (2) #5 EACH CELL (2) #5 EACH CELL r (( v (1) #5 EACH CELL (2) #5 EACH CELL Phone (813) 629-0711 9 a a ( ) / ;� •_ CONSU LT'�NC. INC. •° a c UL� PROVIDE a X,, .i - _ 1 1/2" specifications thecifi best of the l engineer's Building the plans and ° • ° • y ° X speci (cations comply with Floridao a Building Code 2020 7th • '. • . • , ° ° y • CLEAR responsibility _.. ° •° �- edition, Section 1609. It is the contractors res onsibilit to _ - °� ,� _ V review all drawings prior to beginning of construction. ° ,� ---� - k - �a.a - - - - - - ° - -'� - COVER, Advanced Structural Consulting, Inc. is not responsible for any X ems' 'y ``x" `x ;X \� ' �� �� \„' ��` / �' '/ dimensional information, contractor is responsible to verify /� \ \ X >: / / i / \ h i \i , / / n r \' TYP. i ,>; \,( ! ? j;/'y� j( /� /�� X all dimensional information shown on sign and sealed drawings. Any discrepancies between field conditions, other design professional's shop drawings, contractor's construction FC88 FC816 FC816A FC820 FC824 FC824A C816 methods and these signed and sealed drawings need to be C824 brought to the attention of the engineer of record prior to construction. 1 1/2" = V-0" 1 1/2" = V-0" 1 1/2" = V-0" 1 1/2" = V-0" 1 1/2" = V-0" 1 1/2" = V-0" 1 1/2" = V-0" 1 1/2" = V-0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022 w a �m w m o Ow mm J w J ¢ LL 2 U_ W �a = V z� Wiz ��— �� Q J W V C) w = Q o� � ♦♦ w� LU V N = Z ao °C o= IZ a� �w co N O V U O U) U) o a� U� P O J Q W 1 ^ � 0 CONTRACT DATE: N Ww v Q•j3 0 W z0 v >' z �- �a Q Zz O Crz z w w � pp w U J 06 b r 0 0 0 C O z Q ®® o a LL a . JLO a% rn ■® i C � i oui^. O W T V z L � Q O z 0 a U L7 w 0 w H 0 w m STRUCTURAL DETAILS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. S503 J I 1 I l 1 I 1 11 1 1 1 1 1 1 1 1 1 I I - I - - - I- '-'I 'IF - - I --- 8" CMU W/ #5 @ 24" O.C. I 39' - 0" 25' - 8" MB88 C.J ' I i 7 5 3 I I I 8" CMU W/ #5 @ 24" O.C. LT - M 44 -_ T-- T -PC816-L r - _ 1PC816-=- - — - PC816 i - PC8161 - - PC81 - '- PC816 , cfl W co N _ _ 00 (D - m ILL ' T '- oo -- - ao - - oo m r -_- - T -00 00 - - C0 - O MB88- w - _ - u- -MB88 u_ - T. IL M - B881 - I _; _ MB88 - -k - MB88 - - -- -TMB88 - - - 1 I .I I r p m _ -- -- _ I I ' I �- r 4'-0" 7'-0" 4'-0" 1 7'-0" 4'-0" 7'-0" 470" 2' 01115'-0" 4'-0" 7'-0" 8'-4" � CMU ELEVATION 7 3/16" 6" CAST IN PLACE CONCRETE CAP W/ #5 CO-) 8" O.C. EACH WAY L 0" LiArm 113164iJ STRUCTURAL SECTION THROUGH FACADE ELEMENT 3/16" = 1'-0" �i r 00 M O T r N N O N L0 N T T T 8" CMU W/ #5 @ 24" O.C. MB88 MB824 'I J i I cT' - L1 4 CMU ELEVATION 4 T.O. WALL � 16'-0" FIRST FLOOR 0'-0" 0 Co T.O. WALL � 16'_01' 00 FIRST FLOOR � 0 -0„ 6 CMU ELEVATION 6 A B I I 8" CMU W/ #5 @ 24" O.C. I i (::) 3 CMU ELEVATION 3 3/16" ). WALL FLOOR 0'-0" v 0 z Q W CIO h- O C D E F G H J 8" CMU W/ #5 Co) 24" O.C. 23' - 0" 22' - 0" 23' - 0" J. C. MB88 . T.0 r _ T__- . FIRST T f , a L_ _ - - - MB 24 8 - - - l Z �- - I - (D ` Oo < �, - -- - MB824 -_I _ T - - i - _ r - i PC816 , -- L PC816 _ PC 816,-! - - --PC816 i - - 2 U n L 5 - i , - �� , Co °° - O iI - --I (o r ILL (o r u_ CD r _u_ T- - � u_ - �- - - — - I - - LT - T .- T -- d. Ti - 4 00 CMU ELEVATION 5 5 3/16" C T 6 T T.O. WALL 16'-01' FIRST FLOOR-� 0' - 0" �1 8" CMU W/ #5 @ 24" O.C. 25' - 8" 39' - 0" WALL 16'-Oil FLOOR 0' 01, �I T.O. WALL 16'-Oil �jT K` i I I I - - MB824 - PC816 PC816 _LPC816_I L-- I �-PC816 PC816- - PC816j I oCo ,\ 7� H W - N - \ - - CO 00 \ \ (D LL U U I U = U_ U U _ �_ - - p w -1 MB88 LL - LL MB88 LL I _. U 1 LL - -MB88 W - -- LL MB88 - ILL 1 - MB88 — - -- LL - ' IMB88 LL M j O m r --- - - 1 '_ _. I 4a - _ - - -- - — FIRST FLOOR 11 If 4'-4" 1 4'-0" 1 7'-0" 4'-0" 5'-0" 2'-01,1 4'-0" 7'-0" 4'-0" 1 7'-0.' 4'-0" 7'-0" 4'-0" 2 CMU ELEVATION 2 L K H F D B A 8" CMU W/ #I5 @ 24" O.C. 38' - 8" 36' - 8" 28' - 8" 3,-0" 8,-8„ C.J. MB88 C J MB88 -- - 0 - I I M68 Ito T I T - -- - MR — - - — - ---: - - - - - - - - - - - - 1 i-T L_ 1 T � �—r�- -r- I - I - - - -- --- �--- -- Q--�-i— - C7- - - ---. - - — --- - - - w - - --- - Z - - - - -. - - - _ - - -- -PC PC816 I T --- - PC8161 -t - PC816 PC816-' PC816 - PC816 i ( I L-PC816- PC816- 0w° - - - - - w _i - - _ I . - -�- T._ - 2, p - -- W 00 r m Q Q - - Q - \ / Q T_ T Q- - - - - - - - ' -� - p - - - ^ W -- - -- _ W -- cn Co _ (D fo _ - -- W _ Co CO W .0' O _ (o _ w cO cD . ll co cD _ _ cfl w W. W _ W r,J - (� I CO m T ///\\ T m T \ / -N / N \ T m T T T T T T m 00 T m / r r N - W O (i U - w _ (� O _ w U - / U - / °° ti °° ao _ -- Co a0 00 ao w (p U LL O u- ' _LL_ u_ w p - w LL 1 O u_ 1_ tUi LVi O IUL u_ - LL LUi LL LL O _CL_ m O U U �I B88- - MB88 --- - / �- MB88 r -) L-' M6881 -1- w - 11- *_ - _. - - --- � / - M -- - - - - -- p O p X - X - O - - - -- - -I n - p - �- H - - - - - I- - -= -- - - - - - - - -- - - - - -, - - - - - - I --- �,- - - ! - - _ -W I i _ i T I I M Ca 1 __ 1-- _ I. __ --_. -- -. _. -1.- - - -71 _ -i-- __ - - �._ __— - _ _- ____ __ .. - - - — - I I _ -I I -- I � I� I T - � ` I -- � � I I 13'-4" 3'-4" 3'-0" 4'-0" 8'-4" 4'-0" 11'-0" 4'-0" 7'-8" 3'-4" 6'-0" 4'-0" 8'-4" 4'-0" 3'-0" 3'-4" 13'-4" .01 1 CMU ELEVATION 1 T.O. WALL 16'-0" FIRST FLOOR — 1 1 0 0, REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES FL. Reg. #73068 A Cert. Au. #29659 730 S. SterlingAve. C I Suite 101 Tampa, FL 33609 Phone (813) 629-0711 ADVANCeD51RUCTURAL Fax (813)593-5223 C ONSU LT'NG ING. To the best of the engineer's knowledge, the plans and specifications comply with Florida Building Code 2020 7th edition,Section 1609. It is the contractors responsibility to review all drawings prior to beginning of construction. Advanced Structural Consulting, Inc. is not responsible for any dimensional information, contractor is responsible to verify all dimensional information shown on sign and sealed drawings. Any discrepancies between field conditions, other design professional's shop drawings, contractors construction methods and these signed and sealed drawings need to be brought to the attention of the engineer of record prior to construction. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01 .24.2022 z O U W w 0 W 0 W ir a Z. Qo uj Cr o'j a m tL N J W Q U WWM 1.� C) LU N Uj�, V Q `n z J(y) M W V ULL = Q o_j LU z G 0� W °_ (Dw a� 00N cD O V z U O c� g P W° J Uj A' CONTRACT DATE: N W W ti B LU Zp v �a Q zz O cc z z lu l W >� WW Z pp W U 73 06 W Ln Ln O O O ILL co ra) •� Q J r rn ■� C N = W • a J Cn W O O ++ Uj i Qo Cl) CMU ELEVATIONS DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-18 SHEET NO. S601 I L ci Ict 66 7: W N N O N Lo N N FOR CONSTRUCTION ISSUE DATE: 01-24-2022cr ��0\\11 19 Ill�j,,� 2 ' 6j c) b' W r xaz — i y•. � U��v. O\ / I��\� W �a = V zIt LIUFz Lo J — -j c� Q J Q J W V U u- = QoC W _J Ill F- V N Z 000 °C � W °_ �Lu Lu a� oN co N O U � z D O ul AM Q 1 � 0 CONTRACT DATE: ww � '° Q �3 0 W ZO v z ¢ z Cj FEz z >(D w N co pp W U_ J 06 O Lo O O O O .0 O = Z a Q O o Q. i u- CL • ago rn ■ .= N J r— ¢ cl) wwn J A. 0 W L 6j R� W = s v Q cM z 0 a U w ❑ w z O a U w z w O U S N W f-- ao a �— w HVAC PLANS DESIGNED BY: RCM DRAWN BY: FDJ CHECKED BY: RCM JOB NO. 2021-18 SHEET NO. M-1 6 r 5 NORTH ROOF PLAN 1 7 c� T CV CV O CV CV T REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY C NG ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED ED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT "TEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITI IECT IDENTIFIED AND SHALL BE RETURNED UPON REQUES FOR CONSTRUCTION ISSUE DATE: 01-24-2022 z O a~. cc w 0 w F- Q 0 w O Z c� J pz r- LL W U U LIJ CV L Z z� <� Q U ¢LL W U = Q �w J LU F- N= Z o>- LU °= oa- Q0w� a CD N o U UV z O U) Ux P F- J Q W 1 CONTRACT DATE:'-1 ww r,- W z v zz o FEz z wo w >N c') ww w J °6 00 O O O o �•= z Q ._ O L a �(Dco • • M O • N ^W • Y -j >: (A0 LUuj 2i p L 6j � I Qi = a(D ROOF PLAN DESIGNED BY: RCM DRAWN BY: FDJ CHECKED BY: RCM JOB NO. 2021-18 SHEET NO. M-2 ►0 r C'') d' T T T T CV C\I O C\I 00 C\I C\I PACKAGE ROOFTOP UNIT SCHEDULE LENNOX MODEL OUTSIDE AIR EXT. STATIC COOLING EAT HEATING MOISTURE UNIT TAG AREA SERVED NUMBER SUPPLY AIR CFM CFM PRESS SUPPLY FAN HP DB/WB TOTAL BTU/H SENSIBLE BTU/H COIL LAT DB/WB CAPACITY KW REMOVAL CAPACITY LB/HR RTU-1 OFFICE LCH180H4V 5000 800 1.50 3.26 78.1/65.7 163,500 112,000 54.7/53.8 - 48.54 INCLUDED SYSTEM OPTIONS 1. 2 IN MERV8 FILTER - FAC 2. MULTISTAGE AIRVOLUME CONTROL WITH FVD 3. MOTORIZED OA DAMPERS 4. ROOFCURB - WIND LOAD RATED 5. PHASE MONITOR 6. HINGED ACCESS DOORS 7. DENS OIL H UAR / PRO HUMI L HO S RE 9. PROVIDE SA & RA SMOKE DETECTORS IN DROPS FROM UNIT ARI EER/IEER ELECTRICAL SYSTEM MCA VO LTAG E 12/15.2 208/3/60 71 SINGLE DUCT SCHEDULE - ELECTRIC HEAT RESULTS ELECTRIC HEAT SOUND RAC SOUND POWER DIS SOUND POWER TAG MFG QTY Elev MODEL SIZE CONTROLS MAX MIN NLEi W SP WI M SP ARRANGED MT MCA'* MSCP" HEAT EAT LAT WM HTR HTR PHASE STEPS PM ifiS ATTEN ft PN CFM Pw CFM SP N N WC N WC WEI IT b CFM DEG F DEG F KW AMPS VOLT NC NC METHOD :. w, g g � � N ,pa WC v"'i �+ a c+ $ e� VAV-1 JCI 1 0 TSS 08 SDX-4611 900 185 1 0.32 0.25 LH Controls I LH 24.04 25 71 450 55 83.09 4 19.23 208 1 2 20 16 AHRI- 58 47 45 40 35 28 66 60 55 52 48 44 Coil I 885E VAV-2 JCI 1 0 TSS 06 SDX-4611 500 60 1 0.62 0.25 LH Controls I LH 12.02 15 62 250 55 80.28 2 9.62 208 1 2 19 16 AHRI- 54 48 45 38 32 28 64 59 54 51 44 42 Coil I I I I I 885E VAV-3 JCI 1 0 TSS 08 SDX-4611 650 115 1 0.16 0.25 LH Controls / LH 18.03 20 71 325 55 84.17 3 14.42 208 1 2 18 16 AHRI- 55 46 44 40 34 28 64 58 54 52 48 44 Coil 885E VAV-4 JCI 1 0 TSS 08 SDX-4611 600 115 1 0.14 0.25 LH Controls / LH 12.02 15 71 300 55 76.07 2 9.62 208 1 2 18 15 AHRI- 54 46 44 39 34 27 63 58 53 51 47 44 Coil I 885E VAV-5 JCI 1 0 TSS 06 SDX-4611 500 60 1 0.62 0.25 LH Controls / LH 12.02 15 62 250 55 80.28 2 9.62 208 1 2 19 16 AHRI- 54 48 45 38 32 28 64 59 54 51 44 42 Coil I I I I I 885E VAV-6 JCI 1 0 TSS 08 SDX-4611 800 115 1 0.25 0.25 LH Controls / LH 18.03 20 71 400 55 78.7 3 14.42 208 1 2 20 16 AHRI- 58 47 45 40 35 28 66 60 55 52 48 44 Coil 885E VAV-7 JCI 1 0 TSS 08 SDX-4611 600 115 1 0.14 0.25 LH Controls / LH 12.02 15 71 300 55 76.07 2 9.62 208 1 2 18 15 AHRI- 54 46 44 39 34 27 63 58 53 51 47 44 1 Coil 885E VAV-8 JCI 1 0 TSS 06 SDX-4611 400 60 1 0.4 0.25 LH Controls / LH 12.02 15 62 200 55 86.6 2 9.62 208 1 2 16 15 AHRI- 52 47 43 37 32 27 63 58 53 50 43 141 Coil 885E =' signifies a NC value (radiated or discharge) that is less than 15 Actual coil APD shown is at max airflow. not heating airflow. " MCA/MSCP number may vary from unit nameplate due to component changes related to actual product selections and devices applied. OUTDOOR AIR CALCULATIONS ROOM LENGTH WIDTH SF CFM/SF CFM1 OCCUPANT DENSITY SF/PERSON CODE MAX PEOPLE ACTUAL PEOPLE CFM/PERSON CFM 2 TOTAL CFM EFFECTIVENESS ZONE OA FLOW RATE WAITING P-101 17.888544 17.888544 320 0.06 19.2 50 20 16 16 5 80 99.2 1 99.2 WAITING 0-101 18.761663 18.761663 352 0.06 21.12 50 20 17.6 18 5 90 111.12 1 111.12 RECEPTION C-101 12.369317 12.369317 153 0.06 9.18 30 33.333333 4.59 5 5 25 34.18 1 34.18 SICK WAITING P-102 9.486833 9.486833 90 0.06 5.4 50 20 4.5 5 5 25 30.4 1 30.4 STORAGE P-107 4.123106 4.123106 17 0.12 2.04 0 0 0 0 2.04 1 2.04 IT STORAGE P-109 5.477226 5.477226 30 0.12 3.6 0 0 0 0 3.6 1 3.6 MA STATION P-106 16.124515 16.124515 260 0.06 15.6 5 200 1.3 6 5 30 45.6 1 45.6 EXAM 1 P-110 10.34408 10.34408 107 0.06 6.42 5 200 0.535 1 5 5 11.42 1 11.42 EXAM 2 P-111 10.29563 10.29563 106 0.06 6.36 5 200 0.53 1 5 5 11.36 1 11.36 EXAM 3 P-112 10.29563 10.29563 106 0.06 6.36 5 200 0.53 1 5 5 11.36 1 11.36 EXAM 4 P-113 10.29563 10.29563 106 0.06 6.36 5 200 0.53 1 5 5 11.36 1 11.36 EXAM 5 P-114 10.29563 10.29563 106 0.06 6.36 5 200 0.53 1 5 5 11.36 1 11.36 EXAM 6 P-115 10.392305 10.392305 108 0.06 6.48 5 200 0.54 1 5 5 11.48 1 11.48 EXAM 7 P-108 10.488088 10.488088 110 0.06 6.6 5 200 0.55 1 5 5 11.6 1 11.6 EXAM 8 P-116 10.440307 10.440307 109 0.06 6.54 5 200 0.545 1 5 5 11.54 1 11.54 OFFICE P-117 12.4499 12.4499 155 0.06 9.3 5 200 0.775 1 5 5 14.3 1 14.3 LAB C-102 13.892444 13.892444 193 0.06 11.58 5 200 0.965 1 5 5 16.58 1 16.58 BREAKROOM C-106 15.491933 15.491933 240 0.06 14.4 5 200 1.2 8 5 40 54.4 1 54.4 OFFICE MGR 0-102 7.549834 7.549834 57 0.06 3.42 5 200 0.285 1 5 5 8.42 1 8.42 TRIAGE 0-105 5.656854 5.656854 32 0.06 1.92 0 0 0 0 1.92 1 1.92 STORAGE 0-107 4.123106 4.123106 17 0.12 2.04 0 0 0 0 2.04 1 2.04 MA STATION 0 -106 16.124515 16.124515 260 0.06 15.6 5 200 1.3 6 5 30 45.6 1 45.6 EXAM 1 0-110 10.34408 10.34408 107 0.06 6.42 5 200 0.535 1 5 5 11.42 1 11.42 EXAM 2 0-111 10.29563 10.29563 106 0.06 6.36 5 200 0.53 1 5 5 11.36 1 11.36 EXAM 3 0-112 10.29563 10.29563 106 0.06 6.36 5 200 0.53 1 5 5 11.36 1 11.36 EXAM 4 0-113 10.29563 10.29563 106 0.06 6.36 5 200 0.53 1 5 5 11.36 1 11.36 EXAM 5 0-114 10.29563 10.29563 106 0.06 6.36 5 200 0.53 1 5 5 11.36 1 11.36 EXAM 6 0-115 10.392305 10.392305 108 0.06 6.48 5 200 0.54 1 5 5 11.48 1 11.48 EXAM 7 0-108 10.488088 10.488088 110 0.06 6.6 5 200 0.55 1 5 5 11.6 1 11.6 EXAM 8 0-116 10.440307 10.440307 109 0.06 6.54 5 200 0.545 1 5 5 11.54 1 11.54 OFFICE 0-117 12.4499 12.4499 155 0.06 9.3 5 200 0.775 1 5 5 14.3 1 14.3 HALLWAY NORTH 25.298221 25.298221 640 0.06 38.4 0 0 0 0 38.4 1 38.4 HALLWAY SOUTH 26.057628 26.057628 679 0.06 40.74 0 0 0 0 40.74 1 40.74 TRIAGE P-105 6.78233 6.78233 46 0.06 2.76 0 0 0 0 2.76 1 2.76 TOTAL DESIGN CFM/SF: 34 5412 748.56 AIR COOLED CONDENSING UNIT SCHEDULE COOLING REFRIG. PIPING ELECTRICAL EQUIP. SERVICE CAPACITY SEER OR MANUFACTURER OPTIONS - LIQUID VAPOR V.-PH.-CY. MCA MOCP NO. TONS EER & MODEL ACCESSORIES AC-1 ELEC 1 22.7 3/8 5/8 208-230/1/60 10 15 LG LSU120HSV5 AC-2 IT 1 22.7 3/8 5/8 208-230/1/60 10 15 LG LSU120HSV5 AIR HANDLING UNIT SCHEDULE SUPPLY FAN ELECTRICAL EQUIP. SERVICE LOCATION OUTSIDE COOLING COIL ELECTRIC HEAT MANUFACTURER OPTIONS - NO. AIR CFM CFM ESP IN. FAN HP BTU/H KW V.-PH.-CY. MCA MOCP & MODEL ACCESSORIES W.G. RPM AHU-1 ELEC WALL - 424 - - - 12,000 2.38 208/1/60 10 15 LG LSN120HSV5 AHU-2 IT WALL - 424 - - - 12,000 2.38 208/1/60 10 15 LG LSN120HSV5 HAUST FAN SCHEDUL MARK - EF-1 MANUFACTURER - GREENHECK MODEL - G-095-vg SERVICE - RESTROOMS TYPE - CENTRIF. EXHAUST AIR CFM 650 EXT. STATIC PRESSURE INL H2O 1/2 MOTOR Bhp/hp 0.13/1 /6 DRIVE - DIRECT SPEED RPM 1577 SONES - 9.4 INTERLOCK - RTU-1 ELECTRICAL V/ O 208/1/60 ROOF OR WALL OPENING (IN.) 17" X 17" LOCATION ROOF NOTES: 1,2,3,4,5,6,8 NOTES: 1. PROVIDE SOUND ATENUATED ALUMINUM ROOF CURB STARTERS AND BACKDRAFT DAMPER FOR ROOF MOUNTED EXHAUST FANS. 2. EXHAUST FANS SHALL BE WIRED SUCH THAT THEY RUN CONTINUOUSLY WITH RESPECTIVE AIR HANDLING UNIT OR AS SCHEDULED ABOVE. 3. FOR PURPOSES OF FIRE CONTROL ALL FANS ARE TO BE INTERLOCKED WITH AIR HANDLING UNIT INDICATED ON SCHEDULE. IF AIR HANDLING UNIT IS SHUT DOWN BY THE CONTROL SYSTEM, THE RESPECTIVE EXHAUST FANS SHALL SHUT DOWN. 4. EXHAUST FANS SHALL BE PAINTED A COLOR SELECTED BY THE ARCHITECT. 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS/ INFORMATION. 6. SOUND INSULATE ALL EXHAUST FANS THAT HAVE A SONE LEVEL OF 10.0 OR GREATER. 7. ALL CLASS 1, DIV, 1, ROOMS SHALL HAVE EXPLOSION PROOF EXHAUST FANS. 8. SEE DIV 16000 FOR DISCONNECTS. 9. PROVIDE SPEED CONTROLLER ON DIRECT DRIVE FANS. DIFFUSER SCHEDULE SD - SUPPLY DIFFUSER RD - RETURN DIFFUSER EG - EXHUA... EQUIP. NO. THROAT CFM SIZE MANUFACTURER & MODEL FINISH SD-1 4" DIA 0-74 12" SQUARE PRICE PDF SUPPLY WHITE ACRYLIC` SD-2 6" DIA 75-150 24" SQUARE PRICE PDF SUPPLY WHITE ACRYLIC" SD-3 8" DIA 150-300 24" SQUARE PRICE PDF SUPPLY WHITE ACRYLIC* SD-4 10" DIA 300-550 24" SQUARE PRICE PDF SUPPLY WHITE ACRYLIC* RD-1 6" DIA 65-100 12" SQUARE PRICE PDR RETURN WHITE ACRYLIC* RD-2 8" DIA 100-225 24" SQUARE PRICE PDR RETURN WHITE ACRYLIC* RD-3 10" DIA 225-400 24" SQUARE PRICE PDR RETURN WHITE ACRYLIC* RD-4 12" DIA 400-650 24" SQUARE PRICE PDR RETURN WHITE ACRYLIC* NOTES: * UNLESS OTHERWISE NOTED ALL SIZES ARE THROAT / CORE AREA- NOT EDGE TO EDGE SIZES Ain nAI At.Inr! C%I IlkARAAnv P'%II I Lj/'lLI11 VVL_ Vl.JIVI1VI/'lI l 1 RTU-1 5000 SUPPLY RETURN 4200 EXHAUST 650 EXFILT. 150 TOTAL 5000 CFM IN 5000 CFM OUT SYSTEM TOTAL UNIT WEIGHT OPTIONS MOCP LBS 80 2352 1-8 REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01-24-2022IL ' c7 cM J> O:wJ -��w q. aQ- a•� ! C W V W CV H U Qt Uj Z _jM - _j co W_ V _U LL a o c� >' W J Uj�� N= Z 0 00 °C � W °_ (D� W 00 �O N O V O� W° a 1 CONTRACT DATE: cn ; o CC E !R a >3 OZ o W ZO v zF Q �a a ZZ O MZ z w w >� pp w U_ -I 06 00 LO �n 0 0 � o Z = Q a u_ t0 `� A♦ J W rn C � OW90W U � ++ rn S V � y d. a o z O w 0 w a 0 w o= z O d � w F- o z w O U Q N Q N 0 O r w HVAC SCHEDULES DESIGNED BY: RCM DRAWN BY: FDJ CHECKED BY: RCM JOB NO. 2021-18 SHEET NO. M-3 40 J N C) Lb T CV N O N N T 1/2"0 ALL THREADED HANGER ROD TO STRUCTURE -SEE DROP IN ANCHOR SCHEDULE FOR ATTACHMENT TO STRUCTURE. GALVANIZED BRACKET W/FIRE RETARDANT INSERT ATTACHED TO STRUT (HOLDRITE #121 OR EQUAL) LOCKING NUT UNISTRUT CHANNEL DOUBLE SUPPORT NUTS WITH WASHER HANGER F STRUCTUI LOCKING I SUPPORT RUBBER C GALV. STE COPPER F HANGER COPPER F PIPE HANGER / COPPER PIPE DETAIL \ NOT TO SCALE INSTALLATION COMPLIES WITH THE DESIGN WIND SPEED AS ! SPECIFIED ON THE STRUCTURAL DRAWINGS. _n" 1,_n" /8" DIA. X 6" LONG TEK 3 \ SCREWS FASTENED INTO CURB 12" FROM EACH CORNER & 24" O.C. (12 TOTAL SCREWS) TYP. ROOFTOP UNIT TIE DOWN DETAIL NOT TO SCALE -� P-TRAP DETAIL 6 NOT TO SCALE RTU U HU) aw <U)ocn Z WOZ)z w W UJ Z cr _l � Q (DDU) -r r ww U) =w UO ER OF 1" WIDE, MIN. 22 GAUGE GALVANIZED SHEET METAL DUCTWORK SUPPORT STRAP. SECURE TO STRUCTURE ABOVE. MINIMUM 3/8" DIAMETER GALVANIZED BOLT WITH NUT. DUCTWORK INSULATION. REFER TO SPECIFICATIONS FOR THICKNESS AND TYPE. ROUND, GALVANIZED SHEET METAL DUCTWORK. WRAP STRAP AROUND FINISHED DUCTWORK. INSULATION PROTECTIVE SADDLE. CONSTRUCT OF MIN. 22 GAUGE GALVANIZED SHEET METAL, 12" LONG. SECURE TO DUCTWORK SUPPORT STRAP WITH DUCTWORK SEALANT. SHAPE CURVATURE TO MATCH THAT OF FINISHED DUCTWORK. TURN ALL SHARP EDGES AWAY FROM INSULATION. FINISH INSULATION INSERT IN CONTACT WITH SADDLE WITH WHITE MASTIC EXTENDING 3" BEYOND SADDLE TERMINATION, ALL AROUND. TERMINATE SADDLE EDGE AT 225' AND AT 135' FROM THE VERTICAL. 12" DIAMETER AND GREATER, INSULATED ROUND DUCTWORK 1" WIDE, MIN. 22 GAUGE GALVANIZED SHEET METAL DUCTWORK SUPPORT STRAP. SECURE TO STRUCTURE ABOVE. MINIMUM 3/8" DIAMETER GALVANIZED BOLT WITH NUT. ROUND, UNINSULATED GALVANIZED SHEET METAL DUCTWORK. WRAP STRAP AROUND DUCTWORK. 12" DIAMETER OR LESS, UNINSULATED ROUND DUCTWORK DOUBLE NUT ASSEMBLY SECURING EACH DUCT CLAMP HALF TOGETHER. PROVIDE LOCKING WASHERS (TYPICAL). 1" WIDE, MIN. 16 GAUGE GALVANIZED STEEL DUCT CLAMP (TYPICAL FOR EACH OF 2 HALVES). 3/8" DIAMETER THREADED ROD. SECURE TO STRUCTURE ABOVE (TYPICAL). DUCTWORK INSULATION. REFER TO SPECIFICATIONS FOR THICKNESS AND TYPE. PROVIDE A HEAVY DENSITY, INSULATION INSERT SECTION AT EACH SADDLE. EXTEND INSERT A MIN. 1" BEYOND SADDLE DIMENSIONS, ALL AROUND (TYPICAL). ROUND, GALVANIZED SHEET METAL DUCTWORK. INSULATION PROTECTIVE SADDLE. CONSTRUCT OF MIN. 16 GAUGE GALVANIZED SHEET METAL, 12" LONG. SECURE TO DUCTWORK SUPPORT STRAP WITH DUCTWORK SEALANT. SHAPE CURVATURE TO MATCH THAT OF FINISHED DUCTWORK. TURN ALL SHARP EDGES AWAY FROM INSULATION. FINISH INSULATION IN CONTACT WITH SADDLE WITH WHITE MASTIC EXTENDING 3" BEYOND SADDLE TERMINATION, ALL AROUND. TERMINATE SADLE EDGE AT 225' AND AT 135' FROM THE VERTICAL. 14" DIAMETER AND GREATER, INSULATED ROUND DUCTWORK DROP IN ANCHOR SCHEDULE FOR ACHMENT TO CONCRETE STRUCTURE p•) JND, UNINSULATED GALVANIZED SHEET fAL DUCTWORK. DIAMETER THREADED ROD. SECURE TO STRUCTURE )VE (TYPICAL). JBLE NUT ASSEMBLY SECURING EACH DUCT CLAMP F TOGETHER. PROVIDE LOCKING WASHERS PICAL). BIDE, MIN. 16 GAUGE GALVANIZED STEEL DUCT CLAMP DICAL FOR EACH OF 2 HALVES). 14" DIAMETER AND GREATER, UNINSULATED ROUND DUCTWORK NOTE: FINISH ALL UN -GALVANIZED METAL SUPPORTS AND HARDWARE WITH TWO COATS OF RUST PREVENTIVE PRIMER. -� TYP. ROUND GALVANIZED SHEET METAL DUCTWORK SUPPORT INTERIOR INSTALLATION 2 / NOT TO SCALE RECTANGULAR, GALVANIZED SHEET METAL DUCTWORK. 1" WIDE, MIN. 22 GAUGE GALVANIZED STRAP (TYPICAL). WRAP SUPPORT STRAP WITH 1/2" THICK ARMAFLEX INSULATION, MIN. 6" IN LENGTH. PROVIDE MASTIC AT THE STRAP SUPPORT WRAP/DUCT INSULATION INTERFACE (TYPICAL). 3/4" LONG, MIN. 3/16" DIAMETER STAINLESS STEEL OR ALUMINUM SHEET METAL SCREWS. PROVIDE TWO ON BOTTOM AND TWO ON SIDE. SET IN DUCTWORK SEALANT (TYPICAL). DUCTWORK INSULATION. REFER TO SPECIFICATIONS FOR THICKNESS AND TYPE. 12" WIDTH OR SMALLER, INSULATED RECTANGULAR DUCTWORK 1" WIDE, MIN. 22 GAUGE GALVANIZED STRAP (TYPICAL). RECTANGULAR, GALVANIZED SHEET METAL DUCTWORK. 3/4" LONG, MIN. 3/16" DIAMETER STAINLESS STEEL OR ALUMINUM SHEET METAL SCREWS. PROVIDE TWO ON BOTTOM AND TWO ON SIDE. SET IN DUCTWORK SEALANT (TYPICAL). 12" WIDTH OR SMALLER, UNINSULATED RECTANGULAR DUCTWORK RECTANGULAR, GALVANIZED SHEET METAL DUCTWORK. DUCTWORK INSULATION. REFER TO SPECIFICATIONS FOR THICKNESS AND TYPE. PROVIDE A HEAVY DENSITY, INSULATION INSERT SECTION AT EACH SADDLE. EXTEND INSERT A MIN. 1" / BEYOND SADDLE DIMENSION, ALL AROUND (TYPICAL). 3/8" DIAMETER THREADED ROD. SECURE TO STRUCTURE ABOVE (TYPICAL). INSULATION PROTECTIVE SADDLE. CONSTRUCT OF MIN. 20 GAUGE GALVANIZED SHEET METAL, 12" LONG. SECURE TO D0000�0000000000Q DUCTWORK SUPPORT ANGLE IRON WITH DUCT SEALANT OR DQ� Da SCREWS. TURN ALL SHARP EDGES AWAY FROM INSULATION. DQ Dd FINISH INSULATION INSERT IN CONTACT WITH SADDLE WITH WHITE MASTIC EXTENDING 3" BEYOND SADLE TERMINATION, ALL p4 Ca AROUND. Al �4 D4 DQ �� DOUBLE NUT ASSEMBLY SECURING THREADED ROD TO ANGLE IRON. PROVIDE LOCKING WASHERS (TYPICAL). ooa ---- o00 ooa a� �- oMIN. 1-1/2"x1-1/2"x3/8" THICK ANGLE IRON. 14" WIDTH OR GREATER, INSULATED RECTANGULAR DUCTWORK RECTANGULAR, GALVANIZED SHEET METAL DUCTWORK. IAMETER THREADED ROD. SECURE TO STRUCTURE E (TYPICAL). ILE NUT ASSEMBLY SECURING THREADED ROD TO ANGLE PROVIDE LOCKING WASHERS (TYPICAL). 1/2"x1-1/2"x3/8" THICK ANGLE IRON 14" WIDTH OR GREATER, UNINSULATED RECTANGULAR DUCTWORK NOTE: FINISH ALL UN -GALVANIZED METAL SUPPORTS AND HARDWARE WITH TWO COATS OF RUST PREVENTIVE PRIMER. TYP. RECTANGULAR GALVANIZED SHHET METAL DUCTWORK SUPPORT INTERIOR INSTALLATION NOT TO SCALE FASTEN FAN TO CURB W/ 3/8" DIA. GALV. LAG I SCREWS @ 9" O.C. W/ LEAD WASHERS. FLASHING PER ROOFING SPECIFICATIONS MEMBRANE TYPE j ROOFING OVER RIGID INSULATION MECH'L CONTRACTOR TO PROVIDE 3"x3"x1/4" ANGLES AROUND OPENING. FASTEN TO DECK W/ 3/8" DIA. GALV. BOLTS @ 12" O.C. REFER TO STRUCTURAL DWGS. FOR ADD'L INFORMATION. INSTALLATION COMPLIES ! WITH THE DESIGN WIND SPEED AS SPECIFIED ON THE STRUCTURAL DRAWINGS. ATTACH CURB TO DECKING W/ 3/8" DIA. GALV. BOLTS @ 10" O.C. TYP. EXHAUST FAN MOUNTING DETAIL NOT TO SCALE INSTALLATION COMPLIES WITH THE DESIGN WIND SPEED AS SPECIFIED ON THE STRUCTURAL DRAWINGS. FLASHING ALL AROUND RTU NOTE: COORDINATE ROOF 0 PENETRATIONS & APPROX. WATER -PROOFING W/ G.C. 1/4" X 6" SELF - TAPPING SCREW CURB & ROOF INSULATION METAL DECK 3" x 3" STEEL ANGLE WELDED TO BAR JOIST --�i WOOD NAILER — RTU CURB { #12 SELF TAPPING SCREWS (4 TYP. PER STRAP) TYP. ROOF CURB DETAIL NOT TO SCALE 3" WIDE 18 GA. GALV. SHEETMETAL STRAP #10 x 3/4" SELF TAPPING SCREWS @ 18" O.C. PAF OR #12 TEC SCREWS DROP -IN ANCHOR SCHEDULE FOR USE IN CONCRETE ANCHORS SHALL BE ZINC PLATED STEEL WEIGHT OF EQUIPMENT SUPPORTED SHALL NOT EXCEED ALLOWABLE PULL-OUT LOAD AND ALOWABLE SHEAR LOAD MAXIMUM ALLOWABLE ANCHOR SIZE EMBEDMENT ANCHOR LENGTH THREAD DEPTH MAXIMUM ALLOWABLE PULL-OUT LOAD SHEAR LOAD POUNDS INCHES INCHES INCHES POUNDS 750 1/4" 1 " 7/8" 470 1,350 3/8" 1-9/16" 5/8" 1,050 1,880 1/2" 2" 1-3/16" 1,900 2,470 5/8" 2-1/2" 1-3/16" 3,400 4,030 3/4" 3-1/8" 1-3/16" 5,170 NOTES: 1. B-LINE "ADI" SERIES IS THE BASIS OF DESIGN AND STANDARD FOR COMPARISON. 2. ALL ANCHORS SHALL COMPLY WITH STRUCTURAL ENGINEER'S SPECIFICATIONS AND DRAWINGS. v NOTES FOR CONDENSING UNIT TIE -DOWN DETAIL (TAILPIPE EXHAUST FANS SIMILAR) 1 CONDENSING UNIT BASE RAIL WITH RIGGING OPENING 2 2" x 3" x 1/4" GALVANIZED STEEL ANGLE - 8" LONG - (4) PER CONDENSING UNIT, (2) PER SIDE 3 VIBRATION ISOLATION PAD 4 #14 GALVANIZED SELF -TAPPING; 1 1/2"LONG SCREW, PROVIDE (3) PER 8" ANGLE. 5 5" x 5" x 1/4" GALVANIZED STEEL STAND TUBE 6 4" x 4" 3/8" GALVANIZED STEEL POST 7 CONTINUOUS WELD BETWEEN STEEL POST AND BASE PLATE (ALL (4) SIDES). 8 8" x 8" x 1/2" GALVANIZED STEEL PLATE; TOP AND BOTTOM OF ROOF DECK. 9 GALVANIZED STEEL BOLT; 1/2" DIAM. LENGTH AS REQUIRED (4) REQUIRED AT EACH BASE PLATE. 10 GALVANIZED STEEL WASHER AT TOP AND BOTTOM OF BOLT 11 CONCRETE ROOF DECK, HEIGHT VARIES PER EQUIPMENT LOCATION. 12 GALVANIZED DOUBLE NUT REQUIRED 13 1" WIDE; 18 GA. GALVANIZED STEEL STRAPPING. LENGTH AS REQUIRED. FASTEN TOGETHER USING 3/8" DIAM. GALVANIZED BOLT USING GALVANIZED LOCK WASHER AND NUT. STRAPPING TO RUN THRU RIGGING HOLES IN UNIT BASE. ROOF TOP CONDENSING UNIT TIE -DOWN DETAIL NOT TO SCALE REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01-24-2022 z O w 0 w a 0 Im i • c�co __ ;• 2 0) = _�•LU pz= •. y • a ••, �• 2- - • -� 5 W oc �a U W N ujV Z a� JM JM W V U� = >-V a Lu Lu CV 2 Z � >_ co C= CW C o� am� �N O V . O U) G� Ux P4Ir O 1.0 J Q W _ 1 n O 14 f""1 >_ CONTRACT DATE: N ww r-- ti Q>in • y's o OZ W z0 o Y >- zp Q �a a Zz O ¢z w 0 �N z w U) Z pa w U_ J 06 00 0 0 � 0 o Z • C Q ._ O o � A♦ J W m = rn • N W •� J w Q uiWo J • O V = a� 0 HVAC DETAILS DESIGNED BY: RCM DRAWN BY: FDJ CHECKED BY: RCM JOB NO. 2021-18 SHEET NO. M-4 � I SEAL FITTING W/ 3M SEALANT. SUPPLY DUCT SPIN -IN FITTING W/LOCKING QUADRANT DAMPER & 45' AIR EXTRACTOR. INSULATED ROUND FLEXIBLE DUCT (MAX. 12'-0" LONG) ROUND METAL DUCT (EXTERNAL INSULATION) CEILING CEILING DIFFUSER W/ INSULATION JACKET CEILING DIFFUSER RUNOUT DETAIL 1 /8" = V-0" 5" T N N O N N T TAPE ALL JOINTS W/FASSON (SMACNA) ALUMINUM REINFORCED PRESSURE SENSITIVE TAPE. COAT EDGE, SEAMS AND JOINTS W/INSUL-COUSTIC PRODUCT "SURE -COAT #1-110 WHITE" FIRE RESISTANT MASTIC. 2 f 3 INSULATION (R-6) SEAL ALL SEAMS & JOINTS W/HARDCAST TAPE #AM-401 DUCT CUT INSULATION TO PROPER LENGTH TO AVOID COMPRESSION. - DUCT INSULATION DETAIL 1/8'. = 1'-0" SHEET METAL PLATE. GAUGE TO MATCH DUCTWORK (MIN. 18 GA.) TYPE 1 FOR ALL DUCT BRANCHES USE EXTRACTOR EQUAL TO SPIN -IN FITTING W/ LOCKING TYPE TITUS MODEL AG-225 WITH QUADRANT DAMPER & AIR OPERATOR #1 WHEN EXTRACTOR. FOR SHEET METAL DUCT HINGE ACCESS THROUGH THE USE GENFLEX MODEL# SM2DEL FOR GRILLE IS NOT POSSIBLE. FIBEROUS GLASS DUCT BOARD USE VOLUME GENFLEX MODEL# DB-2DEL. DAMPER SUPPLY GRILLE 'AIR FLOW J 0 J 0 d L.L d USE EXTRACTOR EQUAL TO FLEXIBLE DUCT OR ROUND SHEET ROD WITH LOCKING Q TITUS MODEL AG-225 WITH Q METAL DUCT, MAX. 6-0" LONG. USE NUT (DUCTS ABOVE OPERATOR #3 WHEN CLAMP TO ATTACH FLEXIBLE DUCTS AND 12" HIGH USE 2 RODS) ACCESSIBLE THROUGH GRILLE. SEAL AS PER SPECIFICATIONS. TYP. BRANCH DUCT DETAILS 1/8" = 1'-0" TYPE 2 ALL SIDE WALL REGISTERS & DUCT BRANCHES LESS THAN 6-0" REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01-24-2022 01 1 � c � y• v> O r �v •� Z r� �v• \O\ LL co LU cc �a U ♦, w N V Lu z� �JZ QM W V �LL = Qo C; Lu Lu_—N Z ( °C W °_ a- a� �N �p N O V UZ O g� L) P O 0.4 Q i .• w a � A ►� O CONTRACT DATE: w w r— >p v Q •�� o W Zp U z �a Q zz O ¢z z w w >N U pp W U_ J 06 co Lo Lo 0 0 O .= O �. Q 0 L a LL ■� � C N LL_ (n ujuj J A• O W :. of co Qi = V � Q o HVAC DETAILS DESIGNED BY: RCM DRAWN BY: FDJ CHECKED BY: RCM Z O w 0 w Q 0 w JOB NO. 2021-18 SHEET NO. M-5 � J Ir I PROGRESS DOCUMENTS ISSUE DATE: 11.08.2021 O O OUTDOOR COVERED BREAK AREA ❑■ O r - -� O I I I O O 1 1 O A-33 -� I( �U� i I I i ---J `- --J A-37 I A-11 O Exam Office Break Room d o Exam 6 1 �` o Office B-5 '\Exam 8 - P-117 C-106 a 0 0-117 -116 / A- 3 P_ \ / B-9 \ A-1 - \ 5 A-35 U. B 1 r - r O 11 I O I I I Ll RR CORRIDOR RR OPP A-9 Exam 5 W P wA wAP E m 5 Q C-103 C-107 C-104 0 B-11 A-21 — y- t- I I I B-4 \ +42-1/2" / / I o P / LA B A-39 B-23 \ 0 1 L— 0 0 -� -- MA STATION °no 1I MA STATION A_7 P-106 — Exam 4 � � ILI 0-106 OA-19 ° I I A-4 I ° B-2 am 4 B- � 1 A-18 � � I_ I CE I.T. / ST - B-6 B-25 A-17 I II ; A-2 II I L i a-22 +42-1 /2" +I 106 i J L ' -- --- —I — T- LI--o--- \ 0 TRIAGE RR _ RR TRIAGE ��� L__❑ A_27 P-105 A-12 P-103 0-103 0-105 oPP. A-5 Exam 3 B-41 xam 3 OSCALE A_29 B-15 - A-6 B-27 WAITING OFFICE MGR. FO I B-39 / SICK G \ / 02 RECEPTION 0-102R.R.L�-lR.R. \ TAR. P_1 OT104 I O - OR. - - A-3 Exam 2 ---J ° \ d \�� °--- am 2 O A-10 r r B-17 O O JI I I � �❑ I i - L / A-25 w P \ / WAITING WAITING B-7 1 � \ \ / Ex P-101 0-101 7 O - P (D- B-29 O Exam 1 \ ' Exam 1 n Power Plan 1/4"=1'-0" A-24 B A GARDEN AREA MD DISC T WP R / UTILITY A-26 P-109 I 1 I I I O 1 I I B-31 ❑JAN. 1 GARDEN AREA 0-1 O9 ao EWH 12.1 KVA,208V3P3W MDP-5 3/4"C,3#6,#10G PROJECT NOTES: 1. THE SCOPE OF THIS PROJECT IS TO PROVIDE POWER TO NEW BUILDING FOR A NEW PREMIERE COMMUNITY HEALTHCARE MEDICAL CLINIC. 2. ALL MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE NATIONAL ELECTRIC CODE (NEC 2017), FLORIDA BUILDING CODE (FBC 2020), 7TH EDITION, AND THE LATEST EDITIONS OF THE LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES. 3. ALL GROUNDING AND BONDING MUST BE IN COMPLIANCE WITH NEC ARTICLE 250 AND AHJ. 4. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN. 5. ALL ELECTRICAL WORK FOR FABRICATED EQUIPMENT SHALL BE COMPLETELY WIRED BY THE EQUIPMENT MANUFACTURER TO A JUNCTION BOX OR PULL BOX, AND ALL ELECTRICAL WORK FROM PANEL BOARDS TO BE BY THE ELECTRICAL CONTRACTOR. 6. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED INSIDE SURFACE OF PANEL BOARD DOOR, CLEARLY INDICATING AREA AND LOAD SERVED BY EACH BRANCH CIRCUIT 7. ELECTRICAL CONTRACTOR SHALL FURNISH ALL ELECTRICAL MATERIALS TO COMPLETE THIS PROJECT. 8. ELECTRICAL CONTRACTOR SHALL VERIFY ALL HVAC EQUIPMENT BEFORE RUNNING CIRCUITS. CONSULT MECHANICAL PLANS OR EQUIPMENT TAGS. 9. ALL CONDUCTORS SHALL BE THHN/THWN TYPE. UNLESS OTHERWISE CONDUCTOR SIZE NOTED ON THE PLANS SHALL BE 2#12 THWN COPPER AND 1#12 COPPER GROUND IN 1/2"C. MC CABLE CAN BE USED ONLY IN AREAS ALLOWED BY NEC ARTICLE 330. 10. EXTERIOR DISCONNECTS SHALL BE NEMA3R RATED. INTERIOR DISCONNECTS SHALL BE NEMA1 RATED. ALL DISCONNECTS SHALL BE HEADY DUTY TYPE. 11. ALL RECEPTACLES SHALL BE TAMPER RESISTANT RECEPTACLES PER NEC 2017 ARTICLE 406.12(5). RECEPTACLE SCHEDULE CALLOUT SYMBOL VOLTS FEATURES DESCRIPTION QUANTITY GFCI 120V 1 P 2W GND DUPLEX RECEPTACLE 120V. 37 20A WITH GROUND FAULT INTERRUPTING DEVICE GFCI_WP 120V 1P 2W WP, GND DUPLEX RECEPTACLE 120V. 2 20A WITH GROUND FAULT INTERRUPTING DEVICE. WEATHERPROOF QUAD 120V 1 P 2W GND QUAD RECEPTACLE 120V. 3 20A STND 120V 1P 2W GND DUPLEX RECEPTACLE 120V. 104 20A GENERAL SCHEDULE CALLOUT SYMBOL VOLTS AMPS KVA HP CIRCUIT EF-1 er-'O 208V 2P 2W 2.54 0.53 1/6 HP MDP-4 EWH I-`Q' 1 208V 3P 3W 33.59 12.1 MDP-5 RTU-1 e--Q' I 208V 3P 3W 71 25.58 MDP-3 Telephone and Data Schedule CALLOUT SYMBOL DESCRIPTION QUANTITY Computer Outlet- d (2)-CAT6 75 WAP WAP WIRELESS ACCESS POINT 6 KEY POWER NOTES: O CONNECT PER NEC517.13(A)(B). ALL BRANCH CIRCUITS SERVING PATIENT CARE AREAS SHALL BE PROVIDED WITH EFFECTIVE GROUND FAULT CURRENT PATH BY INSTALLATION IN A METAL RACEWAY SYSTEM, OR A CABLE HAVING METALLIC ARMOR OR SHEATH ASSEMBLY. O2 ELECTRIC DRINKING FOUNTAINS SHALL BE PROTECTED WITH GFCI PROTECTION PER NEC 422.52 AND READILY ACCESSIBLE PER NEC 210.8. O3 VERIFY WITH MANUFACTURER SPECS BEFORE RUNNING ANY CIRCUIT. REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES a 0 < �= W Q W = Q LO Z J CM OC w v LL LU W J � (� W Z 00 �- � Ill o = w N O. 0 V . U O O Ux � D ram, O LU J Q W = CONTRACT DATE: Cl) LU W oc ° a� W °z0 >. ? c� Q ZZ cc Z w 00 POWER PLAN DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-14 SHEET NO. E100 rrPROGRESS DOCUMENTS ISSUE DATE: 11.08.2021 z 0 a U cn W O H Q 0 w of oil os W Q V w zLo Q Lo Z J co J J co w C) Lu 0(6 - o00 WSW 00- °LLJ a O C� 4� z U� W O Q W W = ®' nn_ O CONTRACT DATE: ww >p Li a 3 Q oz W z0 z Fr w0 ww oM CDCD c 91 = C ca a. c J C 'i .r W Woo Lu - V tv .0 U i Q HVAC POWER PLAN DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 2021-14 SHEET NO. E 10 1 I Lm 1111119 1 11 11111 ' 111 111 I ! - _- III LI I 'I I L _ II _ _. I _ _ 1 _L I ' I 11 PROGRESS I - DOCUMENTS _ LIGHTING NOTES: LIGHTING CONTROL SYSTEM ONE LINE DIAGRAM (TYP.) ISSUE DATE: 11.08.2021 - I 1. ALL EMERGENCY LIGHTING SHALL HAVE INTERNAL BATTERY BACKUP. ALL EXIT SIGNS FACP FIRE ALARM CONTROL PANEL ARROWS TO POINT TOWARDS CLOSEST BUILDING EXIT. EXIT AND EMERGENCY LIGHTING SHALL BE CONNECTED ON THE SAME CIRCUIT OF THE ROOM THAT IS SHOWROOM SHOWROOM qOM FIRE ALARM ADDRESSABLE SERVICING AND ALSO AHEAD OF ALL SWITCHES. DAYLIGHTING LIGHTING OUTPUT MODULE LUMINAIRE SCHEDULE COMMON AREA LOADS LOADS 2. ALL LIGHTING EQUIPMENT SHALL BE U.L. APPROVED. ELECTRICAL CONTRACTOR TO LIGHTING nECY-120 nLIGHT ECLIPSE CONTROLLER I PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED FACILITATING THE WORK LOADS DURING CONSTRUCTION, AS WELL AS ACQUIRING ALL PERMITS AND PROGRESS OF CALLOUT SYMBOL LAMP DESCRIPTION MOUNTING MODEL INPUT VOLTS QUANTITY Np INSPECTIONS. WATTS DLS PP p PP D PP D PP D 3. ALL ROOM LIGHTING CONTROLS SHALL COMPLY PER THE FLORIDA BUILDING CODE A (1) 36W Led 2X4 Recessed LED Troffer 4394 Lumens, 4000K, RECESSED CLI-PCHCA 36 120V 1 P 2W 70 n i 2017 ENERGY CONSERVATION CHAPTER 4 SECTION C405. AUTOMATIC TIME SWITCH 90CRI $ PP D PP D PODM GOD nB8 P p PP p PP p CONTROLS SHALL BE INSTALLED TO CONTROL LIGHTING IN ALL AREAS OF THE 2LV BUILDING. HR OS OVERRIDE D (1) 17W LED 6" LENSED LED RECCESSED DOWNLIGHT, CAT 5/(TY CEILING CLI-PHCHD 17 120V 1 P 2W 38 CABLE (TYP) 4. INTERIOR FIXTURES SHALL BE CONNECTED VIA LIGHTING CONTROL SYSTEM 0 3500K, 1276E 80CRI � OS OS CIRCUITING. PLEASE CONSULT LIGHTING DISTRIBUTOR FOR LIGHTING CONTROL LV DETAILS. EC ® (1) 26W WALL PACK, EM OPTION WHERE SHOWN WALL CLI--PCHCCEC 26 120V 1 P 2W 7 LEVITON ZMAX LIGHTING LCP CONTROL PANEL WITH 0-10VDC 5. EXTERIOR LIGHTS SHALL BE CONTROLLED VIA PHOTO-SENSOR/ASTRONOMICAL CLOCK. DIMMING RELAY CARDS 2LV 2LV THEY SHALL AUTOMATICALLY TURN ON AT DUSK AND OFF AT DAWN. EXTERIOR EX (1) 3W CE LED EMERGENCY EXIT CEILING CARG White Thermoplastic Exit, Universal 3 120V 1 P 2W 13 POWER WIRING LIGHTING MAY ALSO BE REDUCED AFTER CLOSING BUSINESS IF THERE IS NO DANGER ® Face, Red or Green LED AC Only Exit, CONTROL WIRING OR SECURITY ISSUE. Damp Listed 100 to 40°C i COLOADOOM z W PROVIDE EMERGENCY BATTERY BACKUP OPTION OR BODINE REMOTE INVERTER WHERE'EM' NOTED ON FLOOR PLAN. TO SITE AND BUILDING 2 z 6. LIGHTING FUNCTIONAL TEST IS REQUIRED ONCE SYSTEM IS INSTALLED PER FBC 2020 TO OFFICE o g I 7TH EDITION ENERGY CONSERVATION SECTION 408.3.1. MTD LIGHTING LOADS LIGHTING LOADS 0- 0 R j zo o a. U) W LIGHTING CONTROLS SHALL BE A NETWORKED LIGHTING SYSTEM TO INCLUDE CAT5e COMMUNICATION NETWORK, BRIDGES, AND GATEWAY FOR ETHERNET CONNECTION. SHOWROOM LIGHTING SHALL BE CONTROLLED VIA GRAPHIC WALL DISPLAY POD AND AUTO -OFF CONTROL VIA TIME CLOCK FUNCTION N W (GATEWAY/PC). A LOCAL 2 HOUR OVERRIDE SWITCH AND DAYLIGHT HARVESTING SHALL BE PROVIDED. N a N LIGHTING IN ENCLOSED OFFICE AND SIMILAR SPACES SHALL BE CONTROLLED VIA LOCAL OCC SENSORS AND LOCAL DIMMING CONTROL. PROVIDE LINE VOLTAGE SWITCHBOX DUAL TECHNOLOGY SENSORS WHERE SHOWN. X SITE LIGHTING SHALL BE CONTROLLED VIA LIGHTING CONTROL PANEL WITH DIMMING. SITE LIGHTING SHALL BE ON AT DUSK, AUTO LIGHT REDUCTION OF 30%AT MIDNIGHT, AND OFF AT 6 AM. �11 1111/1//' UPON ACTIVATION OF THE FIRE ALARM SYSTEM, THE MEANS OF EGRESS LIGHTING SHALL BE ACTIVATED BYPASSING LIGHTING CONTROL `��� DEVICES IN ACCORDANCE WITH NFPA 101, 7.8.1.2.2. ` `�': a . t •0`s ' OE EM TFTL E EC Iv EX EX X W P- 15 A-1 - - A-14 C- 06 - - -7 1 0 z -t SWITCH SCHEDULE v W N EM ll___,EM EMEM J M CALLOUT SYMBOL DESCRIPTION QUANTITY J Z _j M A A E q o A Generic Switch 3 Q V U LL Switch W A 01 A A A W= "j W J LV Low Voltage Switch 15 L� //a♦� J Iv � ~ V � PP OS Ocupancy Sensor Switch - 30 op os Iv os LHMTS1-N-WH = W _ Threeway THREEWAY SWITCH 1 N � W Switch 3 ii CO N ao _ o EM C-1 7 EM - oll V EM - EX A A A A A-16 EM -71 � � +� Z > A A •s~ O - 3 - _ � -10LIGHTING CONTROL LEGEND i10 � •=_J D PP PP p -1 0 D � TO n68 � U x BRIDGE PORT CONNECTION POINTS HOME RUN A A 1'�r 1, EC O ' B-35 PS n6 1 S nBRG 8 KIT _ Bridge-8 Port with 150 mA power supply �� _ Ll 0 DV EM P- 03 C- 02 S O- 03 -10 /EM D OS nC -RJB nCM PDT 9 RJB W EM A A A A EM EM O Standard Range 360° Sensor, Ceiling Mount, - P- 06 A Low Voltage, Dual Technology (PDT) _ A l , nECY-120 , W D A A A D nEC nLight Eclypse 120VAC time -based control of nLight and/or XPA Wirless network. Acting . O IP & BMI for nLight networks. Requires: *Third Party NEMA-1 Enclosure* �, In r) n Inos EM GFX nPOD GFX CONTRACT DATE: Grafix WallPod, required power supply PS 150 included 99 --- EM -1 0 $ n -2P nPODM 2P DX [COLOR PER ARCHITECT] ? o 2LV PODM -DX 2 Channel On/Off Rocker With Dimming a - _ a 'oz A-1 A A X A A A A A-1 W z o J70 3 nPODM DX [COLOR PER ARCHITECT] cs a -1 � V PODM -DX 1 Channel On/Off Rocker With Dimming z z os rr z EM 2 OS B 37 0_ 05 EM J y P 105 0-1 7 nP nPP16 D A PP D P Power/Relay Pack: 16A 120/277 VAC w/ 0-10VDC Dimming III -10fp A 14 q EM q A A X WSX PDT D [COLOR PER ARCHITECT] ' •_ q NN q $D D Wall Switch Decorator Sensor -Dual Technology (PDT), 120/277V w/Convertible OS Neutral/No Neutral Wiring; 0-10V Dimming. D q CATS, CAT5E, OR CAT6 CABLE STRANDED OR SOLID a -10- o TERMINATED AS RJ45 TIA/EIA-568BMAXIMUM LENGTH OF ANY •a PP C o PP D FP_101 0-101 ❑D RUN IS 1500 FEET DLS nCM ADCX [COLOR PER ARCHITECT] EM A-16 D D D D A EM X Low Voltage Ceiling Mounted Sensor, Automatic Dimming Control Photocell, 1 20/277V. - _ q b LOWER CASE LETTERS NEXT TO A DEVICE DESIGNATE FIXTURES THAT ARE CONTROLLED BY THE DEVICE. MATCH TO FIXTURE LETTERS. EM EM EM D D D D EM EM EM LU W A A A A i rp _ _ EC 3 A 0 - D D D D _ W C) o L EM EM Q A-14 EC E os q E — — — — — — — — — — — — EM q 0. 09 EM D REVIEWED FOR LIGHTING ` \ CODE COMPLIANCE PLAN E\ LM UNIVERSAL ENGINEERING SCIENCES \ \ DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR JOB NO. 1 Lighting Plan 2021-14 ��_ � �� THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SHEET NO. 1 /4 -1 -O SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT E200 WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. RISER GENERAL NOTES: 1. ALL GROUND ELECTRODES, CONDUCTORS AND COMPLETE GROUNDING SYSTEM MUST BE DONE IN COMPLIANCE WITH NEC STD #250 AND AHJ. 2. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH THE WORK BEFORE BIDDING ON THIS PROJECT. 3. FAULT CURRENT WAS CALCULATED AT 32529 AMPS FOR A LOCAL TRANSFORMER. VERIFY WITH LOCAL ELECTRIC COMPANY AND NOTIFY ENGINEER IF DIFFERENT. 4. ALL EXTERIOR EQUIPMENT MUST BE RATED NEMA 3R OR BETTER. 5. CONSULT AND WORK WITH LOCAL ELECTRIC FOR FIELD LOCATIONS. NOTIFY ENGINEER WITH ANY CHANGES. Riser Di N.T.S. ram A ROOM VOLTS 208Y/120V 3P 4W AIC 22,000 MOUNTING RECESSED BUS AMPS 200 MAIN BKR MLO FED FROM MDP NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD KVA CKT CKT LOAD KVA A B C A B C # BKR CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION 1 20/1 P-110, Exam 1 RECEPT 0.72 2 20/1 C-102, LAB RECEPT 0.72 3 20/1 P-111, Exam 2 RECEPT 0.54 4 20/1 C-102, LAB REF 0.6 5 20/1 P-112, Exam 3 RECEPT 0.54 6 20/1 C-101, RECEPTION RECEPT 0.72 7 20/1 P-113, Exam 4 RECEPT 0.54 8 20/1 C-101, RECEPTION RECEPT 0.72 9 20/1 P-114, Exam 5 RECEPT 0.54 10 20/1 CORRIDOR RECEPT 0.54 11 20/1 P-115, Exam 6 RECEPT 0.54 12 20/1 CORRIDOR RECEPT 0.36 13 20/1 P-116, Exam 8 RECEPT 0.54 14 20/1 LIGHTING 0.793 15 20/1 P-117, Office RECEPT 1.08 16 20/1 LIGHTING 0.963 17 20/1 P-106, MA STATION RECEPT 0.72 18 20/1 P-106, MA STATION RECEPT 0.54 19 20/1 P-106, MA STATION RECEPT 0.54 20 20/1 LIGHTING 0.182 21 20/1 P-106, MA STATION RECEPT 0.54 22 20/1 RECEPT 0.72 23 20/1 P-104, R.R. 0 24 20/1 RECEPT 0.18 25 20/1 P-108, Exam 7 RECEPT 0.54 26 20/1 RECEPT 0.18 27 20/1 P-105, TRIAGE RECEPT 0.54 28 20/1 SPACE 0 29 20/1 P-101, Waiting; P-102, SICK 0.72 30 20/1 SPACE 0 WAITING RECEPT 31 20/1 C-103,RR; P-103, RR 0 32 20/1 SPACE 0 33 20/1 C-106, Break Room MICROWAVE 1.44 34 20/1 SPACE 0 35 20/1 C-106, Break Room REF 0.6 36 20/1 SPACE 0 37 20/1 C-106, Break Room RECEPT 0.72 38 20/1 SPACE 0 39 20/1 C-102, LAB RECEPT 0.72 40 20/1 SPACE 0 41 20/1 Roof GFCI RECEPT 0.18 42 20/1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 6.2 8.22 5.1 CONN KVA CALC KVA CONN KVA CALC KVA LIGHTING 1.94 2.42 (125%) MOTORS 2.04 2.04 (100%) LARGEST MOTOR 1.44 0.36 (25%) RECEPTACLES 15.5 12.8 (50%>10) TOTAL LOAD 17.6 BALANCED 3-PHASE LOAD 48.8 A VOLTAGE DROP SCHEDULE DEVICE FEEDER BRANCH CIRCUIT TOTAL VOLTAGE DROP VOLTAGE DROP WIRE SIZE MAX VOLTAGE DROP WIRE SIZE DISC 0.28% #500kcmil - - 0.28% MDP 0.31 % #500kcmil 1.06% (TAP 5) #6 1.37% A 0.32% #3/0 3.05% (CKT 33) #12 3.37% B 0.32% #3/0 2.53% (CKT 1) #12 2.85% 400 AMP, 120/208V, 3P, 4W UNDERGROUND ELECTRICAL SERVICE 3-1/2"C- 4#500 9 Grounding Detail L N.T.S. B ROOM VOLTS 208Y/120V 3P 4W AIC 22,000 MOUNTING RECESSED BUS AMPS 200 MAIN BKR MLO FED FROM MDP NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD KVA CKT CKT LOAD KVA A B C A B C # BKR CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION 1 20/1 0-117, Office RECEPT 1.08 2 20/1 C-105, I.T. STOR. RECEPT 0.36 3 20/1 0-117, Office 0 4 20/1 0-106, MA SATATION RECEPT 0.72 5 20/1 0-116, Exam 8 RECEPT 0.72 6 20/1 C-105, I.T. STOR. RECEPT 0.36 7 20/1 0-108, Exam 7 RECEPT 0.72 8 20/1 C-105, I.T. STOR. RECEPT 0.36 9 20/1 0-115, Exam 6 RECEPT 0.72 10 20/1 SPACE 0 11 20/1 0-114, Exam 5 RECEPT 0.54 12 20/1 SPACE 0 13 20/1 0-113, Exam 4 RECEPT 0.54 14 20/1 SPACE 0 15 20/1 0-112, Exam 3 RECEPT 0.54 16 20/1 SPACE 0 17 20/1 0-111, Exam 2 RECEPT 0.54 18 20/1 SPACE 0 19 20/1 0-110, Exam 1 RECEPT 0.72 20 20/1 SPACE 0 21 20/1 C-104, RR; 0-103 RR 0 22 20/1 SPACE 0 23 20/1 0-106, MA SATATION RECEPT 0.72 24 20/1 SPACE 0 25 20/1 0-106, MA SATATION RECEPT 0.54 26 20/1 SPACE 0 27 20/1 0-102, OFFICE MGR. RECEPT 0.54 28 20/1 SPACE 0 29 20/1 0-101, WAITING RECEPT 0.54 30 20/1 SPACE 0 31 20/1 0-109, JAN. RECEPT 0.18 32 20/1 SPACE 0 33 20/1 C-107, CORRIDOR RECEPT 0.54 34 20/1 SPACE 0 35 20/1 LIGHTING 0.806 36 20/1 SPACE 0 37 20/1 LIGHTING 0.643 38 20/1 SPACE 0 39 20/1 CORRIDOR WARE FRAME 0.6 40 20/1 SPACE 0 41 20/1 0-105, TRIAGE RECEPT 0.18 42 1 20/1 1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 5.14 3.66 4.41 CONN KVA CALC KVA CALC KVA LIGHTING 1.45 1.81 (125%) TOTAL LOAD 12.7 RECEPTACLES 11.8 10.9 (50%>10) BALANCED 3-PHASE LOAD 35.2 A JIL D A N ER ARC FLASH HAZARD! Follow requirements in NFPA 70E for safe work practices and appropriate PPE. Failure to comply can result in death or injury! NOTES: 1. SWITCHBOARDS, PANELBOARDS, INDUSTRIAL CONTROL PANELS, METER SOCKET ENCLOSURES, AND MOTOR CONTROL CENTERS IN OTHER THAN DWELLING OCCUPANCIES AND LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED SHALL BE FIELD MARKED TO WARN QUALIFIED PERSON OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. PROVIDE LABEL ON ALL ELECTRICAL EQUIPMENT AS REQUIRED 2. THE MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT. MDP ROOM VOLTS 208Y/120V 3P 4W AIC 42,000 MOUNTING FLUSH BUS AMPS 400 MAIN BKR MLO FED FROM DISC NEUTRAL 100% LUGS STANDARD NOTE CKT BREAKER LOAD KVA # TRIP/POLES CIRCUIT DESCRIPTION A B C FEEDER RACEWAY AND CONDUCTORS 1 200/3 PANEL A 6.2 8.22 5.1 2"C,3#3/0,#3/ON,#6G 2 200/3 PANEL B 5.14 3.66 4.41 2"C,3#3/0,#3/ON,#6G 3 80/3 RTU-1 8.53 8.53 8.53 1-1 /4"C,3#2,#8G 4 20/2 EF-1 0.264 0.264 1/2"C,2#12,#12G 5 50/3 EWH 4.03 4.03 4.03 3/4"C,3#6,#10G 6 20/3 SPACE 0 0 0 7 20/3 SPACE 0 0 0 8 20/3 SPACE 0 0 0 9 20/3 SPACE 0 0 0 10 20/3 SPACE 0 0 0 11 20/3 SPACE 0 0 0 12 20/3 SPACE 0 0 0 TOTAL CONNECTED KVA BY PHASE 24.2 24.7 22.1 CONN KVA CALC KVA CONN KVA CALC KVA LIGHTING 3.39 4.23 (125%) RECEPTACLES 27.3 18.7 (50%>10) LARGEST MOTOR 25.6 6.39 (25%) CONTINUOUS 12.1 15.1 (125%) MOTORS 2.57 2.57 (100%) HEATING 25.6 25.6 (100%) COOLING 25.6 0 (0%) TOTAL LOAD 72.6 BALANCED 3-PHASE LOAD 201 A FAULT CURRENT SCHEDULE DEVICE FAULT AIC RATING L-N VOLTS UTILITY FED FROM FEEDER MOTOR FAULT DIRECTLY CONNECTED MOTOR LOAD FAULT X R DEVICE FAULT X R SIZE X/ 1000, R/ 1000' LENGTH X R KVA FAULT X R DISC 22,570 100,000 120V 22,258 0.0051 0.00175 METER 22,581 0.005034 0.001704 #500kcmil 0.039 0.027 1'-8" 0.0001 0 312 MDP 21,760 42,000 120V 21,447 0.005273 0.00187 DISC 22,258 0.0051 0.00175 #500kcmil 0.039 0.027 41-6" 0.0002 0.0001 313 26.1 290 0.4016 0.1004 A 20,709 22,000 120V 20,424 0.00545 0.002194 MDP 21,447 0.005273 0.00187 #3/0 0.042 0.077 4'-3" 0.0002 0.0003 285 2.04 23 5.14 1.285 B 20,521 22,000 120V 20,243 0.005483 0.002254 MDP 21,447 0.005273 0.00187 #3/0 0.042 0.077 5' 0.0002 0.0004 278 REVIEWED FOR 03 CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES FOG ISSUE DATE: 1.. z 0 i= a U W w Q ❑ w ``�. a• ..� �'. W Z.4 W a = V z� J Z J cY) OC W c) LL W = -J W 2 -J ~ c0 Z 0 60 WSW li °O W CO am 0 t/>t O � U� J a LU �'. _ � s j !�` . �1 0 � W i- CONTRACT DATE: U) W W a3 Q oz W z0 �d zz Ez w� >- J � W Ul CY) in Q L o. �0 J ■� r C L .m 0 co UJW \ 4�44% V t V L a JOB NO. 2021-14 SHEET NO. E300 RISER DIAGRAM DESIGNED BY: DJR DRAWN BY: DJR CHECKED BY: DJR a7- 3 rn T CV N O CV N T �AD BB D F H K i r_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 1 1/2"S — — F1 1 /2" V 1 1/2"S 1 1/2"V - - - P-3 — 1 1 /2"S 1 1 /2"V P-3 NORTH 1 SAN ITARY &VENT PLAN 1l= 1'-0" C E G J REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES PHIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'OPIED, PUBLISHED. OR USED IN WHOLE OR PART WITHOUT NRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01-24-2022Cc w QQ - y••J o s qn �••co i �•• • 0 Lu �a = U z� LUiz <� J J J c� W V C)LL = Q o C/ � w� Lu N = Z00 p oc W (p= ow (Dw a� �N O U � � Z r.0 O Ux � ram, O J a �A W d O CONTRACT DATE: ww � �0 Q•j3 0 W Zp >- z p Q c� a a Zz o ¢z z w w >� U) W Z pp w _U J 06 00 U7 O O O ME O Q A `V C) 0 au- �1 ♦ J N •� C6 WW0 .o t D. a o SANITARY & VENT PLANS DESIGNED BY: RCM DRAWN BY: FDJ CHECKED BY: RCM JOB NO. 2021-18 z O a U U w w H Q w SHEET NO. P-1 � J s— A B D F H K I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —�— � I � I � I I I � I � I � I � I � I � I I I P-10 i i I P-10 I �/4, CW i 3/4"CW — -- _- - - -- / -34"HWR - - - _ --- 1/2"CW/HW - - 1/2"CW/HW 1/2"CW/HW -_ - ^, I 3/4"cw I t 1 /2"CW/Hw v I ✓ - --- /2CW/HW 1"CW I �I 1 3/4"H W 3/4"H W 1 "CW 1/2"CW 1 3/ 4"H W -- REF. I HW I 1/2"CW/HW 1 /2 CW/ II P-3 - I 3/4"HWR I I I 1 "CW 3/4"H W - - s FDA TP-1 I 1/2"CW'i� i 1/2"CW/HW 1 /2"CW 1 /2"H W P-2 J �I w ..v4 1 /2"H W 1/2"CW/HW 1 1/2"CW 11/2"CW 1 1/2"CW f 3/4"HW 1 1/2"HW :-1 _ 1 CW 1,;CW 1 I 1 1/2"HW I I P-4 3/4 H W 1/2"CW/HW `®`1/2"CW./HW - I 1 /2"C W I; I - P-7 'I 1/2"CW/HW ,1" I I 1 1 /4"C W I - -. 1 „H W 1 1/2"CW -- - I 1 1 /2" H W- a �\ 1 1/2"CW -- 1/2"CW/HW� ' 1 FD-1ii _ i i 1/2"CW/HW w - - - c1/2"HW f - _ .= _ I 7-7 P-1 1/2"CW/HW L - 0 1 1/4 C /4"C W _ I 1 1 /4"C W 1 1 /4"C W _ 1 /2"C W/H W 1"HW I I -- TP-1 1/2"HW 1 1"HW 1/2"CW/HW -_- - 1 1 /4"CW - - cal. I 'f I IT 1 1 /4"C W 11 2" W I CW !I� I' I � 2 CW 2"CW 1 1/4 CW2 \ 3 I „ P-3 " 1/2" W/HW � - I - - C - 1'HW �1 1/4'HW 1 1/4 HW �. - � 1 1/4"HW � � � 1"HW I 1 HW 1/2"CW/HW ' I 3/4"CW � 3/4"CW-- --- - P 10 P_13 A - - - - - - - - PROVIDE MAIN `t - SERVICE SHUT-OFF P -12 VALVE BOX IN WALL. 3 - I I I P-4 2" INCOMING COLD WATER DOEE1C (99 SFU'S). REFER TO CIVIL DRAWINGS FOR CONT. � NORTH PLUMBING PIPING PLAN 1 - 1 /4" = V-0" 0 I I I REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED. OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01-24-2022 cr owlill r co M tv y . 0-) •Lu i rn Q - Z Q�t��;��� co a c LJ �Q U Lu CV � U Q� Lu Z J� J J J co W U �LL = Qo� � J Lu LuF NCL = Z p co >_ LV ° = C O a- c � W °0 N O U Z . O V7 O � D O J W � r1 CONTRACT DATE: > W t� r Q •>Z 0 OZ o W Z0 U �- z Q cs a Q zZ O mZ z w w >N 0o w J 06 00 LD 0 0 � o = Q L a LL • ono rn ■� C N = i .� o uiWi • O +r v � Q PLUMBING PIPING PLANS DESIGNED BY: RCM DRAWN BY: FDJ CHECKED BY: RCM z O a w 0 w Q 0 w JOB NO. 2021-18 SHEET NO. P-2 � I I l''II I —I -- I I 1 t l l "!II ' I 1/2"CW/HW 1 1 /4"CW 1 "HW 1"CW 3/4"HW r� 3/4"C W 1 "H W 1"CW ice' 3/4"H W of I J I I P-3 I I P-10 \\ 3/4"HWR 1 P-3 JJ I� 0 II 1/2"CW/HW \ J (TYP OF 6) 1 1/2"CW 3/4"H W `. 1/2"CW/HW 1 1 /4"CW 1 1 /4"CW 3/4"CW 11/2"CW\ 1/2"CW/HW 1/2"HW i I\ 111/2"CW/HW P_3 (TYP OF 2) 1/2"CW/HW 1 HW P-2 I I I i7 1/2 CW/HW/ I o I I I 1 1 /4"C W i I P-1 P-5 I I I � P-2 P-6 I� P-13 I� � I 1 'CW \ I I /J REF P-10 I \ 3/4"HW 1 1/2"CW/HW f I I P-3 2„CW �\ f 1/2"CW/HW P-2 I 11/4 II 3/4"HWR 3/4"CW I "HW J 1 /2"CW/H W P-a 1 „CW i( P-2 „ I P-10 � 1 1/2 HW 1„CW I I P-1 P-8 P-12 3/4"HW I 2"CW tk�\ � � �� �1 /2"CW ' �P-13 1 1 /4"H W 1 1 /�"W JI 1/2"CW/HW 11/4"CW �/00 II 11 . I P-2 I 1 "HW I I P-3 1/2"CW/HW -� � 3/4"CW � J► I e` // i I P-7 / II 1 1/4"CW I P-3 �2"CW J 1 P-10 1 "HW I I P-1 11/4"CW II P-3 1 "HW I JI PROVIDE MAIN I I SERVICE SHUT-OFF I I I� P-3 VALVE BOX IN WALL. 1/2"CW/HW JI (TYP OF 6) P-3 2" INCOMING DOMESTIC COLD WATER LINE (99 SFU'S). REFER TO CIVIL DRAWINGS FOR CONT. PLUMBING PIPING ISOMETRIC r 1 1 /I2"V 1 1 1 /2"V N. 2" V 1 r � P-3 1 1 1/2"S 1 1 /2"S I I 1 1 /2"V 1 1 /2"V (TYP OF 6) f` P 33 1 j (. P-3 I 111 2"S P-10 I � � V 2"VTR 1` P-3 i 2" 2"S 2"S 1 1/2"V I � i 11 '� 2"V P-3 I 3"S � � �_ 1 \ 1 1 /2"V IFD-1 2„VTR 1 1/2"S P-3 FCO 3„S i W CO I P-2 I 2"V 1 1 /2"S 1 1 1 /2"V I f' 1 TP-1 1 1 /2"V � P-2 P-1 P_2 P-6 P-5 2"S 3"S P-1 I 3„S I P-13 I 2"S P-10 FD-1 I i REF I 1 1/2"v FD-1 TP-1 3„S P-1 P-2 I P-3 FD-1 1 1/2"S TP-1 P-1 I P-2 ❑ TP-1 3"S 1 1/2"V P-3 P-4 I 2"V I (TYP OF 2) 4"S 4 S ;FD1�— 1 1/2"S 4"S 3"S P-1 2"VTR —�}� 2"S I 1 1 /2"V P-1 WCO i 2"S-) 2„V X/ 1 I P-3 4"S 1 1/2"S 1 1/2"S � I � �� I 1 1/2"V �1 1/2"V - I I P-3 I P-2 W CO I 1 1 1 /2"S 1 1 /2"V "S 1 4"S , (TYP OF 6) P-3 P-1 1 1/2 S I 3"S 1 1 /2"V I FCO FD-1 I �,— 1 1/2"V I TP-1 I 1 P-3 I I 3"S 3"S P-3 FCO SANITARY & VENT ISOMETRIC .l REVIEWED FOR CODE COMPLIANCE UNIVERSAL ENGINEERING SCIENCES THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANI PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 01-24-2022cr co U— co �a U w N FVQ`�WZ JM — J J co W V ULL = Q o cl; >' W J_ Lu N = Z o °C � W °_ Lu 0w �p N 0 z . u O U) o � � Ux P O J Q W 1 CONTRACT DATE:: a 0 Oz o W zp v �- z Q 0a a zz o Rz z w w >� ww z pp w U J 06 co Lo 0 0 0 o o � •� z �¢ LL co a A♦ J rn O O C LL •= o muiW0 • O _ V � s Qo co PLUMBING RISER DIAGRAMS DESIGNED BY: RCM DRAWN BY: FDJ CHECKED BY: RCM z 0 a w 0 W Q 0 W JOB NO. 2021-18 SHEET NO. P-3 � J