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Home My WebLink About7050 Gall Blvd (108)Hunton Construction Change Directive No.: A R C H I t E CG S S Revision No.: 1 Project Name: AdventHealth Zephyrhills Generator Addition REVIEW DATE: Project No.: H-20232.00 CITY OF ZEPHYRHILLBUILDING OFFICIALI Date: March 22, 2022 To: The following change(s) and/or revisions) in the contract will be required: Owner directed changes; changes due to coordination Attachments: Drawings below Proceed as follows: ❑ Proceed with the work described without change in the contract sum or contract time. If the contractor considers work described in this directive to require adjustment in contract sum or contract time, advise the owner immediately in writing prior to proceeding with work. Owner co -signature is not required for this action. ❑ Submit an itemized proposed change order showing labor and material costs associated with the proposed change, indicating either an increase or decrease in contract sum or contract time and the schedule impact for the work. Do not proceed with this work until directed in writing by the owner. Owner co -signature is not required for this item. ❑ Proceed with work described in this directive immediately. This work will be included in a future change order after negotiation. Owner signature required. ❑ Proceed with work described in this directive immediately on a not -to -exceed basis as noted above. Owner signature required. When signed by Architect and/or Owner and received by Contractor, this document becomes effective immediately as a Construction Change Directive (CCD) and contractor shall proceed as directed above. Architect: HuntonBrady Architects P.A. 333 South Garland Avenue Suitel 100 Orlando, FL 32801 Name: Arash ICamang r Signature: Date: 5/20(/Z2Z Copies To: ❑ CA 3.2 ❑ Contractor Contractor: Berglund Construction 4616 Eagle Falls PI. Tampa, FL 33619 Name: Corey Craig Signature: Date: ❑ Owner ❑ Other Owner: AdventHealth Zephyrhills 7050 Gall Boulevard Zephyrhills, FL 33541 Name: Jordan Smith Signature: Date: ❑ Other ❑ Other 333 South Garland Avenue ■ Suite 1100 ■ Orlando, Florida 32801 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AR91515 CCD No. 1 Revision No. 1 Narrative Project Name: AH Zephyrhills Generator Addition Project No.: H-20232.00 Document changes in CCD No. 1 Revision No. 1 include, but are not limited to, the following list of items: SPECIFICATIONS Spec No I Description Remarks Reason for Change DRAWINGS General Drawings Dwg No Description Remarks Reason for Change G001 COVER SHEET Revised Per CCD No. 1 Coordination G110 LIFE SAFETY PLAN - 1ST LEVEL - OVERALL Revised location of Exit lights to coordinate with plan changes Coordination Gill LIFE SAFETY PLAN - 1ST LEVEL - AREA 2 Revised location of Exit lights to coordinate with plan changes Coordination Civil Drawings Dwg No Description Remarks Reason for Change C5.0 LAYOUT PLAN Added concrete ramp from Coordination service room, added label for wall at south side of fuel yard. C6.0 GRADING PLAN Added grades for ramp, label for Coordination scuppers in wall at south side of fuel yard C6.1 GRADING SECTIONS Revised FIFE for generator service Coordination room. Structural Drawings Dwg No Description Remarks Reason for Change S001 GENERAL NOTES Clarify concrete strength, ACI Clarification Standard S002 ISOMETRIC VIEWS Clarify exterior envelope wind Clarification pressures Sill FOUNDATION PLAN AND DETAILS VE revision to raise foundations VE S121 ROOF FRAMING PLAN Add reference to wall elevation Clarification S301 WALL ELEVATIONS Revise elevations for foundation VE and Clarification VE revisions; Clarify concrete tie beam elevations S302 WALL ELEVATIONS AND SECTIONS Revise elevations for foundation VE and Clarification VE revisions; Clarify concrete tie 333 South Garland Avenue ■ Suite1100 ■ Orlando, Florida 32801 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AR91515 • CCD No. 1 Revision No. 1 Narrative Project Name: AH Zephyrhills Generator Addition Project No.: H-20232.00 Dwg No Description Remarks Reason for Change beam elevations; Clarify HSS steel around wall opening at roll -up door S303 WALL ELEVATIONS Clarify concrete tie beam VE and Clarification elevations and HSS steel around wall openings S502 SCHEDULES Clarify lap splice requirements Clarification S602 FOUNDATION DETAILS Remove not used retaining wall VE and Clarification section; Clarification of retaining wall dimensions Architectural Drawings Dwg No Description Remarks Reason for Change Al 12 FLOOR PLAN - 1 ST LEVEL - AREA 2 Floor plan revised due to slab Coordination elevation changes in maintenance room Al 12D DIMENSION PLAN - 1 ST LEVEL - Dimension plan updated per Coordination AREA 2 revisions to floor plan A201 EXTERIOR ELEVATIONS H6 - Exterior door moved up to Coordination match height of finish floor in maintenance room A221 BUILDING & WALL SECTIONS M1 - Dimensions revised and Coordination/ "V.I.F." notation added for Clarification clarification A511 CEILING PLAN - 1 ST LEVEL - AREA 1 Added notation for spray Clarification fireproof to be applied to existing deck underside A901 DOOR LEGENDS, DETAILS Revised door schedule to Coordination indicate door hardware set information Plumbing Drawings Dwg No Description Remarks Reason for Change P-102 PLUMBING FIRST FLOOR PLAN - AREA 1 Floor plan revised. Rerouted storm into new shaft. COORDINATION Mechanical Drawings Dwg No Description Remarks Reason for Change M-102-2 MECHANICAL FIRST FLOOR PLAN - AREA 1 Floor plan revised. Added note for duct in receiving area. COORDINATION 333 South Garland Avenue ■ Suitel 100 ■ Orlando, Florida 32801 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AR91515 CCD No. 1 Revision No. 1 Narrative Project Name: AH Zephyrhills Generator Addition Project No.: H-20232.00 Electrical Drawings Dwg No Description Remarks Reason for Change E-103 FIRST FLOOR POWER & FIRE ALARM PLANS - AREA 2 Floor plan revised. Revised equipment layout. Added note for conduits to be capped. COORDINATION E-202 FIRST FLOOR LIGHTING PLAN - AREA 2 Floor plan revised. Revised li htin around changes. COORDINATION END OF CCD NO. 1 NARRATIVE Attachments: Specifications and drawings as listed above. 333 South Garland Avenue ■ Suitel 100 ■ Orlando, Florida 32801 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AR91515 dvent iea It ZEPHYRHILLS GENERATOR ADDITION 7050 GALL BOULEVARD ZEPHYRILLS, FL 33541 HuntonBrady Project No. Hm20232.00 12.17.21 03.22.22 • ARCH ! T E C T S CONSTRUCTION DOCUMENTS CCD N0.1 VICINITY MAP DRAWING INDEX o Uj �Z OUO 00 O U U DRAWING INDEX 0 � � 00 O 2-7 U iorla q aa p P{ ,;, i.R... I1 I ! pup m g t ' Avftu - �I ��h�r�,� - ?AJ�t to t I w ;w,- I iEit6lk. .. ',... M file %1JYBC 4 3� eF,4� a _ �}�A Ij _. r-ughtiysnl '"n�c� { Ta " '- �L,�, , N•_.._. (n• �a s �r��. I` °�� L LlS5 .j' b—.a t, I mF�e. 6 41 'Jerpwa A" ' a i�"z{� .€'" t }y: ;. xdx ""L i l ^•^ .f gyp, � ft -Sp Yh �yq4 ''c' ,, � i OpenStreetMap contributors GENERAL ARCHITECT HUNTONBRADY ARCHITECTS , P.A. ��,,,II�F,�F,,,,,,, 333 South Garland Avenue Suite 1100 �` Orlando, Florida 32801 407.839.0886 = AR95990 �� • • C`�e �� License AR91515107 �`'f�ii� II��\ ARASH AHANI KAMANGAR, AIA AR9599 MEP FIRE PROTECTION ENGINEER EXP ENGINEERS 2601 Westhall Lane Maitland Florida 32751 � 407.660.0088 STRUCTURAL ENGINEER MCELROY ENGINEERING 1835 Edgewater Drive g Orlando, Florida 32804 407.245.8775 LANDSCAPE ARCHITECT S & M E 1615 Edgewater Drive, Suite 200 Orlando, Florida 32804 407.975.1273 REVIEW DATE. � CITY OF ZEPHYRHILLS BUILDING OFFICIAL d H-20232.00 0001 COVER SHEET ■ ■ ELECTRICAL G101 ARCHITECTURAL NOTES &SYMBOLS &PROJECT DATA ■ E001 ELECTRICAL LEGEND ■ G110 LIFE SAFETY PLAN -1ST LEVEL -OVERALL ■ ■ E100 SITE ELECTRICAL PLAN G111 LIFE SAFETY PLAN -1 ST LEVEL - AREA 2 ■ ■ E101 GROUND FLOOR POWER & FIRE ALARM - OVERALL PLAN ■ E102 ELECTRICAL FIRST FLOOR OVERHEAD ROUTING - AREA 2 ■ CIVIL E103 FIRST FLOOR POWER & FIRE ALARM PLANS - AREA 2 ■ ■ C0.0 COVER ■ E104 FIRST FLOOR POWER & FIRE ALARM PLANS - AREA 3,4 ■®.,�v C2.0 CIVIL NOTES ■ E108 ELECTRICAL LIGHTNING PROTECTION - AREA 1 ■ C3.0 EROSION CONTROL PLAN ■ E202 FIRST FLOOR LIGHTING PLAN -AREA 2 ■ ■ C4.0 DEMOLITION PLAN ■ E501 ELECTRICAL ONE -LINE DIAGRAM ■ C5.0 LAYOUT PLAN ■ ■ E503 ELECTRICAL ONE EXISTING UTILITY SERVICE 1 DEMO ■ C6.0 GRADING PLAN ■ ■ E504 ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 2 DEMO ■ C6.1 GRADING PLAN ■ ■ E505 ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 3 DEMO (NORMAL) ■ E506 ELECTRICAL ONE LINE EXISTING UTILITY SERVICE 3 DEMO (EMERGENCY) ■ STRUCTURAL E507 ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 4 & 5 DEMO . S001 GENERAL NOTES E600 ELECTRICAL SCHEDULES ■ S002 ISOMETRIC VIEWS ■ ■ E601 ELECTRICAL DETAILS ■ S111 FOUNDATION PLAN AND DETAILS ■ ■ E801 ELECTRICAL PANEL SCHEDULES ■ S121 ROOF FRAMING PLAN ■ ■ E802 ELECTRICAL PANEL SCHEDULES ■ S301 WALL ELEVATIONS ■ ■ E803 ELECTRICAL PANEL SCHEDULES ■ S302 WALL ELEVATIONS AND SECTIONS ■ ■ E804 ELECTRICAL PANEL SCHEDULES ■ S303 WALL ELEVATIONS AND SECTIONS ■ ■ E805 ELECTRICAL PANEL SCHEDULES ■ LEGAL DESCRIPTION S501 SCHEDULES ■ E806 ELECTRICAL PANEL SCHEDULES ■ S502 SCHEDULES ■ ■ E807 ELECTRICAL PANEL SCHEDULES ■ ZEPHYRHILLS COLONY CO LANDS PB 1 PG 55 FOLLOWING DESC PROP LYING W OF DAIRY RD RM AS NOW LOCATED TRACTS 103,105,106,119 ,120 & 122 & E 100 FT OF TRAC T 104 & E 105.76 FT OF TRACT 121 EXC W 187 FT OF E 267 FT OF N 172 FT OF TRACT 103 & EXC U S HWY 301 R/W & EXC R/W FOR DA UGHTERY RD;& ARBOR RIDGE SUB P S601 FOUNDATION TYPICAL DETAILS ■ 83 24 0 0 0 0 0 0 0 0 S602 FOUNDATION DETAILS ■ ■ S603 MASONRY WALL REINFORCING DETAILS 0 S610 FRAMING SECTIONS AND DETAILS S611 FRAMING SECTIONS AND DETAILS m ARCHITECTURAL DEMOLITION AD111 DEMOLITION PLAN -1 ST LEVEL - AREA 2 ■ AD112 DEMOLITION PLAN -1 ST LEVEL - AREA 3 ■ AL111 INTERIM LIFE SAFETY PLAN -1ST LEVEL - AREA 2 ■ ARCHITECTURAL A011 ARCHITECTURAL SITE PLAN ■ A111 FLOOR PLAN - GROUND LEVEL - AREA 1 m A112 FLOOR PLAN -1 ST LEVEL - AREA 2 A112D DIMENSION PLAN -1ST LEVEL - AREA 2 ■ ■ A113 FLOOR PLAN -1ST LEVEL -AREA 3 0 A121 ROOF PLAN - AREA 2 ■ A201 EXTERIOR ELEVATIONS 0 A202 EXTERIOR 3D VIEW ■ A211 EXTERIOR LOUVER OPENING TYPES ■ A221 BUILDING & WALL SECTIONS ■ ■ A241 EXTERIOR SECTION DETAILS ■ A242 EXTERIOR SECTION DETAILS ■ A243 EXTERIOR SECTION DETAILS ■ A331 ENLARGED STAIR PLANS, SECTIONS & DETAILS ■ A511 CEILING PLAN -1 ST LEVEL -AREA 1 ■ A601 FINISH LEGEND AND NOTES ■ A901 DOOR SCHEDULE & DETAILS ■ ■ A921 INTERIOR PARTITION TYPES ■ A951 MASTER KEYNOTE LEGEND ■ FIRE PROTECTION F100 FIRE PROTECTION LEGEND ■ F102 FIRE PROTECTION FIRST FLOOR PLAN -AREA 1 ■ PLUMBING P001 PLUMBING LEGEND ■ P102 PLUMBING FIRST FLOOR PLAN -AREA 1 ■ ■ P141 PLUMBING ROOF PLAN - AREA 1 ■ MECHANICAL M001 MECHANICAL LEGEND ■ M101 MECHANICAL FIRST FLOOR - OVERALL PLAN ■ M102.1 MECHANICAL UNDERGROUND PLAN -AREA 1 ■ M102.2 MECHANICAL FIRST FLOOR PLAN - AREA 1 ■ ■ M500 MECHANICAL CONTROL DIAGRAMS ■ M600 MECHANICAL DETAILS ■ M601 MECHANICAL DETAILS ■ M800 MECHANICAL SCHEDULES Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 r .,�_,��. � :. ,.. .._; - -yr:ram..._-.,. �.: .. �e�asr. k s. - •..t�.C.� „"71S'�T: :' , :_ _.. -�l.ht .J' __liis��f� . . — _. .. .� r�_E-�.�.-,c: E r t � - .. .. ., �� x. `:+E.�. :. ..� •�"' .— .+.'.� - .r. '. - .. _ .- ._ _. .. � ,. - __ . _ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 IN 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 IN 13 IN 14 ■ 15 ■ 16 IN 17 ■ 18 ■ 19 ■ 20 R ■ P IN 0 IN N ■ m ■ L ■ K IN J H IN G ■ F IN IN D IN C IN B IN a_ U v A CIO 0 :.s :v 0 z OCCUPANT EXIT CAPACITY VERTICAL EXIT WIDTHS HORIZONTAL WIDTHS ui a VERTICAL 2 (STAIR) TOTAL EXIT 0 SQUARE HORIZONTAL CAPACITY CAPACITY STAIR DOOR STAIR DOOR STAIR STAIR HORIZONTAL HORIZONTAL YAREA FOOTAGE CAPACITY PROVIDED PROVIDED WIDTH WIDTH WIDTH WIDTH EXIT WIDTH EXIT WIDTH 0 (SQUARE PER OCCUPANT PROVIDED (NO. (NO.OF (NO.OF REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED co COMPARTMENT OCCUPANCY FEET) OCCUPANT LOAD OF PEOPLE) PEOPLE) PEOPLE) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) 1A Area 12,055 SF 775 0 775 0 0 155 1 B Area 19,729 SF 715 0 715 0 0 143 1 C Area 15,813 SF 1,310 0 1,310 0 0 262 1D Area 13,707 SF 1,070 0 1,070 0 0 214 1 E Area 12,736 SF 0 294 294 75 88 0 1 F Area 12,016 SF 585 154 739 41 46 117 1 G Area 4,709 SF 620 154 774 41 46 124 1 H Area 8,317 SF 330 0 330 0 0 66 11 Area 13,096 SF 0 0 0 0 0 0 1J Area 12,758 SF 720 0 720 0 0 144 124,935 SF 0 6,125 602 6,727 0.0 157 0.0 180 0.0 1,225 1ST LEVEL 124,935 SF 0 6,1251 602 6,727 0.0 1571 0.01 1801 0.0 r 1,225 Al 1 " = 20'-011 i «. � a X •12 , � H i# + I+ + + + + _ + + + + I� + + + + +. + + +,'' + + + a + + M. + l ++ + , - OFFICE `� + + - i = "-+ ..,-_ WITA" Nee. T F- V } -. Ilt � + S + + + + + +� += + =+ +L f ++++++r +++++++, + + + + +++++ L111 F + + + + tILT++ + < 45' 1 I - + + + + + + + + + + + +\,_ T, ++^++ +++}+++++ ++++ IF++++++.+. r + + + + t._.}. + +.. + + + + + I. + + + } tf? dlfiFttF } + + + + +sp + } + + ++ } + + ._+ + , + i 2, , j +++++ + + + ++ ,F++++++} ++++++ ++¢+++++t+° + + + + \� + + + + + + + + + `;+ + +� + + + + + .+ + + + +- .j + ++ + + + + +� i+ + + + + _ + + + + + + + + + + + + + + + + + + +I + + + 3 " +f� f + I ^� LIFE SAFETY PLAN -1ST LEVEL - OVERALL A 0. 1 CAPACITY: 160 EN! RANCE DOOR: 33" / 0.2 =16 ! STAIR: 48" / 0.3 =16 DI HARGE DOOR: 33" / 0.2 =16 ISCHA E LEVEL: 1ST PROJECT SCOPE STAIR NO.1 CAPACITY: 160 ENTRANCE DOOR: 33" / 0.2 =165 STAIR: 48" / 0.3 =160 D CHARGE DOOR: 33" / 0.2 =165 DISCHARGE : 1 IN 2 IN 3 ■ 4 ■ 5 IN 6 ■ 7 IN 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 IN 14 IN 15 LIFE SAFETY LEGEND FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FVC FIRE VALVE CABINET WITH EXTINGUISHER FB FIRE BLANKET ACCESS CONTROL ❑ MAGNETIC HOLD OPEN ® MAGNETIC LOCK O SMOKE DETECTOR OH HEAT DETECTOR EXIT LIGHT MANUAL PULL STATION VOICE EVACUATION SPEAKER FS AUDIBLENISUAL ALARM n VISUAL ALARM 44 EXIT ARROW / CLEAR WIDTH LIMITS OF EXIT PASSAGEWAY f' LIMITS OF SUITES + + + + + + + + + + + + + ++++ +++++++ SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE I I1! I I I l i l I I1 i i 11 11 1 111111 SMOKE PARTITION - SEAL ALL OPENINGS ININI INimi111isINlmi 1-HOUR FIRE BARRIER- PROTECT ALL OPENINGS 1-HOUR FIRESMOKE BARRIER - PROTECT ALL OPENINGS III®HII®IISlifll®III 2-HOUR FIRE BARRIER- PROTECT ALL OPENINGS �ii®ill®31�8�®ilk 2-HOURFIRE/SMOKEBARRIER - PROTECT ALL OPENINGS ■ill■ lilil li■1(I®111®i l l Il 3-HOUR FIRE BARRIER - PROTECT ALL OPENINGS IilvellINBill !oIlismill 3-HOUR FIRE/SMOKE BARRIER - PROTECT ALL OPENINGS Bill 10 1101111111110 4-HOUR FIRE BARRIER- PROTECT ALL OPENINGS ®IIII®®IIII®®IIII®®IIII■ 4-HOUR FIRE/SMQKEBARRIER- PROTECT ALL OPENINGS LOCKED DOOR IDENTIFICATION RELATING TO THE PATH OF EGRESS LDK1 (NFPA 101) FE FREE EGRESS DOOR: NO EXISTING OR NEW LOCKING MECHANISMS TO PREVENT EGRESS AC ACCESS -CONTROLLED EGRESS DOOR (7.2.1.6.2 & 18.2.2.2.4) DE DELAYED EGRESS EGRESS DOOR (7.2.1.6.1 & 18.2.2.2.4) LKt LOCKED DOOR: DOOR NOT CONSIDERED TO BE AN EXIT OR REQUIRED FOR EGRESS LK2 LOCKED DOOR: CLINICAL OR SPECIAL NEEDS (18.2.2.2.4(1) & 18.2.2.2.5) SEAL \1�IIIII11111 111x CO AR95990 MAR 2 9 2022• ARASH AHANI KAMANGAR, AIA AR95990 it AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton : . • ARCH i T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD NO.1 1 LIFE SAFETY PLAN -1 ST LEVEL - OVERALL r PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 IN 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ } ■ K ■ J H ■ G ■ F ■ E ■ D IN C ■ B ■ w A a ti ++ 1-,t)+++++++ +++++ + .... + + + + + .+ + + ++++++ k, EXAM is + -1 # IT + + + } + + + EX M 20 17t TL7 + + + �i + + + +CORP. + % - �� + + + f+ + + i i XkM 2, + t ` ._i + f +a + + 4 p r ri- + _ EY 4M •21 N kU rBT LJOL++++ ) + + �� a + + TLT +++++ry ^+tO�l ?+C a + + + ';tEST a + - + + +..- + + + 141L + + + ++ + + +; + + + + + 9ii(I#sak i�+ + + + RGIk + In TRAC + + + + + + + L� { + + H- + t � f SER AV (# FFICE +� 4�F t 1+ +' El Ili lA� Yf. p L RAN '_J ST sTTts' T_T7, 1 siT OFFICE }F SECURYTY + + + a + + + t /=+ + + y ++ +++ a AITrNOh + + + a + + )a+ + + _ + + +� + + h + �2 F +' + g - T� + + r .�'fTFTT7rr I 7T`s'P?TTT"'?TTTTTY'i�r f. s#€ ii t9„ rrr irz r + } LFi6 OFFICE +. + +. I. ' + +� J + + a —' + + + dl —+'. +' + + +�� + + + + +, + + -+ + + + +-', :+ + + + + + i.s r + + + + + +� '� � f t + + 1 + + + + + c + + +`, + + a + + + + + + a + + + + + +_ ;._i+ + +�+ + + +++.++++_F, OFFICE + It +I c �. ++ z+ } IIt + + ?ter -` -- +r '�- + __ IBN + + + + + + + + + + + ... --,+ +. + + + + + + -+ i + + +. +. + +,. + + T + +. + + +. + 1 - + + + + + +. + + + } + {. + + + +t.._1 + + t + + + + + , + +. + +. + +" ' + + } + + + +\, �+ + + + + +� :1 - + + + + + +' + + + + + + ++ + + + + + �� -.3 ++++120�5E++++++ +;+++++++++++++ ++ +++++++++++ .++++++++.+ .++++++�++++++++ + + —+- 5*T rw*� + + + + + + + + + + + + + + + + + + + + + + + + : fi I + +.. + + + + + + + + + + + + + + ... + + ' r�+ + + + + + + + + + +I - + + +• + + ++ + + ;a< + + + _t + + + ++'+ +"� ++y + + +-+ +� +I l w + + Al LIFE SAFETY PLAN -1ST LEVEL - OVERALL 1/16" = V-0" 'Sffi,;R NO.1 CAPACITY: 160 ENTRANCE DOOR: 33" / 0.2 =165 ' STAIR: 48" / 0.3 =160 ISCHARGE DOOR: 33" / 0.2 =165 DISC ARGE LEVEL: 18T PROJECT SCOPE STAIR NO.1 CAPACITY: 160 ENTRANCE DOOR: 33" / 0.2 =165 STAIR: 48" / 0.3 =160 DISCHARGE DOOR: 33" / 0.2 =165 DI CHARGE LEVEL: 1ST 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 i s' LIFE SAFETY LEGEND FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FVC FIRE VALVE CABINET WITH EXTINGUISHER FB FIRE BLANKET J ACCESS CONTROL MAGNETIC HOLD OPEN MAGNETIC LOCK C SMOKE DETECTOR OH HEAT DETECTOR EXIT LIGHT 0 MANUAL PULL STATION VOICE EVACUATION SPEAKER FS AUDIBLENISUAL ALARM O VISUALALARM LI L� EXIT ARROW / CLEAR WIDTH LIMITS OF EXIT PASSAGEWAY LZ LIMITSOFSUITES + + ' + + + + + + + + + + SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE Iliill@€IIiiNNlil€1!1@ill SMOKE PARTITION- SEAL ALL OPENINGS 1s 1111 1-HOUR FIRE BARRIER- PROTECT ALL OPENINGS 1-HOUR RRE/SMOKE BARRIER - PROTECT ALL OPENINGS ■il■II®II®i#®II�IIWIN 2-HOUR FIRE BARRIER- PROTECT ALL OPENINGS �Ii�(6iI�ll�ii®III 2-HOUR FIRE/SMOKE BARRIER- PROTECT ALL OPENINGS ■III■111■III■111■111■III■ 3-HOUR FIRE BARRIER- PROTECT ALL OPENINGS 1141111111■■111®®i€IHI11 3-HOUR FIREISMOKE BARRIER - PROTECT ALL OPENINGS ■1111■1111■I111■IIII■IIII■ 4-HOUR FIRE BARRIER- PROTECT ALL OPENINGS ®IIII®®IIII■®IIII®®IIII® 4-HOURFIRE/SMOKE BARRIER - PROTECT ALL OPENINGS LOCKED DOOR IDENTIFICATION RELATING TO THE PATH OF EGRESS LDK9 (NFPA 101) FE FREE EGRESS DOOR: NO EXISTING OR NEW LOCKING MECHANISMS TO PREVENT EGRESS AC ACCESS -CONTROLLED EGRESS DOOR DE DELAYED EGRESS EGRESS DOOR (7,2.1.6.1 & 18.2.2.2.4) LK1 LOCKED DOOR: DOOR NOT CONSIDERED TO BE AN EXIT OR REQUIRED FORE RE LK2 LOCKED DOOR: CLINICAL OR SPECIAL NEEDS (18.2.2.2.4(1) & 18.2.2.2.5) SEAL OF AR95990 0,JAR 2 9 2022 ////i I I (I 11 \\\ ARASH AHANI KAMANGAR, AIA AR95990 Is AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD NO. 1 1 LIFE SAFETY PLAN 1 ST LEVEL - AREA 2 PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 � ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N m ■ L ■ K ■ ■ H ■ G ■ F ■ E d ■ C ■ B ■ A 1 0 L_ CD :v CL 0 MATERIAL NOTES 07 81 00.A01 spray applied fireproofing A9 f I 21 „ I 1A 1B ---------- - - ---_ ------ - 1 C 1 D ----- _____ _`__ 1 E 1 F(1.5F)1. (50 1. H 5) _ ( 15 (18.0) A2o 1 ----- _ SIM 21 .. .... & �16 D M7 SIM y. -- -- A243 241 221 242 }7:Z7; A.0 � 101-C 1 , Ii H10 10 1 1! 221 a a eb a 4 C3 1 _ t - — — \ ' i — Al Al A.'I � i I, , a d 1 �5 A. � BZ i 1 ' ;� a d A16 221 1 1 GENERAL 3.159 c.i.p. concrete stair j — - FUEL TANK YARD H4 j 3,376 grout fill A.3 (; CONTRACTOR TO VERIFY THAT ' GENERATOR ROOM 101-B 101 3.376 2HR RATED ( ) 100 3 1 221 1. f 1,472 SF i _ APPROPROITE VAPOR BARRIER/ WATERPROOFINGALONG IWA L 1 1 j --I I i I7.1 f- - - EXISTING TO ISTING PREVENT WATER INTRUSION -------.____— A201 07 81 00:A01 1 PP g - -- ; \ 1 2HR SPRAY FIREPROOF r ---- --- _ / �y ,� vv I == �� ___, �r�I' - ,� MAINTENANCE i I APPLIED TO STRUCTURAL COLUMN IM �� S00 _ T �- . � � x_ £— G� i E GINEER ��.I v r �it�9� —R£ �� I _I ' � 1 � 1 — -- ---- j , - ----- ! 856 SF I - E _ ` . v i TIC SeCtIIa T ' >� CHANIC L MECHANICAL 221 15A coo, --- - I ii �1 All - - 103 B 102A - 102 B � I j :mm'�`—; ..' 7 11 All ACC ,w. �. i ! MR _ I t____,___ s3 r .- ______ -_- _ - __—._ _______.._. __ --_ — 6i tl. tt n a a tl k:. a x s e c a _ i SHOP y _. � �� ; I /� � 1 1 nmm M1 8 AFf 7J LECTRICAL 243 3.159 12A 1 P OJECT SCOPE 9 d 1 -- L__ 4 , i � r € vim/ L_ 1 / f EN 7J AFF� I -- -�- — \ AI��'1 v l r'A C'°'"`ANiCAL ROO w_ i • _ 9 i4S d Y93A S Rol ...... 9 9 tl 4d 3 F. 4 —S _ 4.,.,. & @S- Ste.@. q 1 8 Y_ 5'i i I l _ - � -_� --_- \..` ! I §,.. / BREEZE ! - - �� :� Il -_�� ;; H a� 2J _ RECEIVING �7 !� ,� - i x _-- l �, L C ELECTRICAL , _ } d _ — xtls d._ I �� ,_ 1 — I .�C;fr I _ - --- r— 1C R j I i' E t #p j, i� ELECTRICAL ELECTRICAL (EMERGENCY) (NORMAL) 103 104 0 TORAGE 105 1 7`1 ifi f ! I_.C� % DC I i——J ROO�A! � _ = - L— --- -- _ : � — :�. ' F� 1 1 604 SF 687 �F 0 12 SF -- - - , — I T fl .tl i , I , ax. r l' wOCKERS OFFICE i ! i.II. ST 17-AM Al IC I F- RR j Ii rat. _ _ _ - G, 1 �y - - 8 EROER , , E p � � — - rl C�� , i I` ` 2J . — � PASSAGE P I OFFICE � 1 1 JJJ SEAL I �tt1lt%�if% -o- i K WiI �I — t R §.®. Y C.� PACK ..+. { I 1 ! � Sr R' 1€ CORRIDOR I DRY S1EXTERNAL"CR a i; ! I 5.,........,.l i OFFICE � - i� i � � it � ! ; I — ! \ t 1 OFFICE p'ma @ �m 1 t iP g 1 2J IlL� K I I �. � 1 f i, Y et J E YOGA a,,.. 3 ! -- 6 OFFICE 1 i OPEN BREEZE Al R `� I ' AR _ '° MAR 2 9 202Z.- = II ! PRO CT --�'�'.. COP C�RI�. 8.I ISM@�t AIR .BREEZEWAY I C"4'°d?"i,.':R°d'..W'tf OPEN 1 Y 2J OFFICEm - ti 4WD ;' BREEZEJ 1 j I ARASH AHANI KAMANGAR, AIA AR95990 r: — @ tl tl - tl tl tl tl . tl . @ tl ----- ---- i 7J 103-A 104 A am �� i I I I !p -1 - _ STAI - �- \ AdventHealth _..__._ i ____ _ _ I EPHYRHIL _ k GENERATOR ADDITION 6 ; R KDOI , f l� 1 F 1 G 1 H 1 J - ., 1 K- t , 1 pp g-;�OFFICE ( �_ �'� v F�`r�iC, ' _ I STORAGE DRY _0! E , V pgg M $ /INE Hunton ■� - 1 1 1 FED an '"�' -a`s""a'-n,`:"' ,.:T _,,,�..t, 1 �, '� a _ ___� .___ f �; I , . -- roijrtyard / - ARC H 1 7 E T H1 1 Ll\�f' MECHANICAL 1 221 1 -- ECHI -, I COVERED li _ - y %; jj : 1 I .-'a � I-� f _ __ —T i. ----- -- --- - ---- -- --- -- - - - ---- ---- , .v A ____ _---i_ I �- �'-`e ..l � x — __"_ HH DATE SUB MISSION NO 12.17.21 CONSTRUCTION DOCUMENTS i ----... ---- - -- -- --- _-- -- may,...«..._..«..,_.:....y..................._,m..,;a,.,.v,w.,.«...,m.,.m.....,..a=..,........-...,...•-e-...,.. _, --- -- -- _ __ __ __ ,.- -_ !`3YP� .. ., .».--wm-n--d-,. P-.,..v...v......._......,..,._»._...... ,m..».7.......,.,�.....�_.... ,«.........®_....«, j' ----- =-- - _- < - -=--1-------- __ -- - .---._. E ,- ____.___. �_ } ' -� �_ t ! I � —_. _..__ "__ _ —. r 03.22.22 CCD N0.1 1 -- ,: it.. -.ii.._ --- , -- 1 -----_.___ i - k - '� -- — - , ;i � 1 � Cter r�^e j yy�*. I3Ag; : f� i a � � i �A _ 1 I I a 1 , r i a ! I I p 7 — FLOOR PLAN -1ST LEVEL - AREA 2 n10 1 L y Al FLOOR PLAN -1 ST LEVEL & GENERATOR LEVEL - AREA 2 PROJ. N0. H-20232.00 SHEET DRAWN DU 1i811= 1,.0.E Al 12 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 IN 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E D C ■ B ■ A U m 0 0 0 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Al DIMENSION PLAN -1ST LEVEL - AREA 2 1 ■ 2 ■ 3 ■ 4 ■1-1 1 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 SEAL ARASH AHANI KAMANGAR, AIA AR95990 In AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton . • A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD NO.1 1 DIMENSION PLAN -1ST LEVEL - AREA 2 PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-17091Fax www.huntonbrady.com License AR91515 " ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E ■ a ■ C ■ B ■ A A9 A221 1.5F 05 50 OO.CO1 (1.5G� 09 24 OO.AO1 (1 5H) 09 97 23.A01 EQ c '� = EQ EQ 137 -4 ,•; - - - - - - - LEVEL L 3 L E 1 _ - - 36-11 22 GE NERATOR ROOF ,„ v . .. . „ 124 -8 2ND LEVEL H1 EXTERIOR ELEVATION 1/8" =1'-0" SOUTH i i i i i i I I s I . i i i I i i i I i � I • •• Ilatill I I I I I I I I I I I I L i r� .I i I I I I I I I I I I k i • I I I I I � , a ► i e m 1• "WINm IIIIIZI• MIIIII H6 EXTERIOR ELEVATION 1l8" =1'-0" EAST 1-11 QQ PP NN W5 MM H1O Al 221 221 34'-10" 21'-3" 145-7" M1 UPPER ROOF 7.103 A241 3 1 7 -4 d- - - - 3 „ 4 221 1. -- - - 13611 056 - - 8" •3 2 - - - - GENERATOR ROOF E EQ Q bo ii i• 124 -8 - - - - 2ND LEVEL — r; 8 - _ - 11 -11 GENERATOR LEVEL I I — — 112'-0" 1 ST LEVEL Al 09 24 OO.AO1 221 09 97 23.AO1 0713 OO.AO1 (BARRIER USED IN AREAS WHERE EXTERIOR WALL IS BACKFILLED OR BERMED WITH SOIL) H12 EXTERIOR ELEVATION 118" =1'-0" WEST EXTERIOR FINISH LEGEND 09 97 23.A01 @xterior coating Match Existing MATERIAL NOTES 05 50 00.001 steel ladder 0713 OO.AO1 sheet waterproofing 09 24 OO.AO1 cement plaster 09 97 23.AO1 exterior coating 32 31 19.B01 decorative metal gate - swinging GENERAL NOTES 1.056 reveal 1.817 opening 7.103 sconce light fixture g 0 K (15H) 0.50 (1.5F) SEAL H16 H13 A9 TYP. ��`}}�; l l fF.- �� ,. 221 221 221 G10 RiB 242 145'-711 UPPER ROOF . 4'4 10'-21 /2" `4' 10 -3" '-8' 10'-21 i2" 4'-811 S 9 NN PP QQ R 2 9 2022 Al 09 24 OO.A01 - o o \ 09 97 23.A01 - - A221 - _ _ - 137 4 _ - 3RDLEVEL ARASH AHANI KAMANGAR, AIA AR95990 _ 7.103 136 11 If EQ EQ EQ 0 R24 GENERATOR ROOF 1'-9" H4 09 24 OO.AO1 EQ EQ EQ 221 09 97 23.AO1 09 24 00.AO1 co EQ EQ 4'-0" 4'-0" 4'-0" AdventHealth 124'-8° _ _ 124'-8„ E�HY RHILL - - - - - - - - - - - - - - - - - 2ND LEVEL - - - - - - - - 2ND LEVEL - - _ _ _ 7.103 TOR ADDITION _ - GENERA All 181 118 11 -- 00 -N - GENERATOR R LEVELGENERATO LEVEL - - , -0 112 1120 1 ST LEVEL 1ST LEVEL EW EQ � '\ 10'-6" 0713 OO.A01 Hunton 32'-2" Al 31-9" 1.817 1.817 (BARRIER USED IN AREAS A24 32 31 19.B01 Al WHERE EXTERIOR WALL IS A R C H I T E C T S 221 BACKFILLED OR BERMED WITH SOIL) IMPACT RATED A9 METAL GATE 221 DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD NO.1 1 A5 EXTERIOR ELEVATION 1/8" =1'-0" EAST All EXTERIOR ELEVATION 118" =1'-0" NORTH EXTERIOR ELEVATIONS PROJ. NO. H-20232.00 SHEET DRAWN DU A201 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Huntonl3rady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D ■ C ■ B ■ a- C6 2 A m 0 :v 0 MATERIAL NOTES 03 05 05.AO1 underslab vapor barrier 0714 OO.AO1 fluid -applied waterproofing 07 81 OO.AO1 spray applied fireproofing 08 33 23.AO3 interior overhead coiling door j - -- '�s - - 0,802 - 243 3.371 QQ QQ _ � � - 08 33 23.A03 - (1.5F) EO 0.141 �> (1.5F) 1 r� o A7 243° e L15 3.431 L15 -- L15 242 242 242 - m I 137'-4" 137'-4" 137'-4" - 3RD LEVEL 3RD LEVEL i , 3RD LEVEL - -�Y TYP. A7 136'-11" 3.371 136 -11 �� i 136'-11° 242 GENERATOR ROOF 7- 11 GENERATOR ROOF I I i GENERATOR ROOF , it 3 372 ij 1.056 I; G15 242 3.371 ; I 3.371 M1 EXTERIOR WALL SECTION M4 ELEVATOR SECTION L15 242 3.372 G1 GENERAL NOTES 0.141 existing masonry to remain 114" =1'-0" 1/411 =1'-011 G7 2431 TP i 0.802 patch as required to match existing TYP. 124 -8 124 -8 �� 00 124 -8 �� i 124 -8 1.056 reveal (1.5K) 7 242 2ND LEVEL 2ND LEVEL �� I 2ND LEVEL II 2ND LEVEL {#-__ _ 3.371 concrete masonry unit SIM L15 242 c� - I; P � aO j I t 4i11 11 C 3.372 concrete masonry unit lintel 3.431 steel beam 124'-8" 2ND r r n 124 -8 I III III Al;€ li ° ' LEVEL 2ND LEVEL "'I=' I''�'I-�� 118'-11" � GENERATOR LEVEL 241. 118'-11" GENERATOR LEVEL A15 - �I � 118'-11" GENERATOR LEVEL 243 GENERATOR LEVEL _ 242 I a A24 0.802 3.371 3.371 118'-11" -_ GENERATOR LEVELCo - 112'-0" -- 112'-0° - -- -- 112'-0" 0.141 6 = - 1 ST LEVEL I a - - ° ° ; a b 1ST LEVEL - --- 1ST LEVEL : - -, - - { 112-0"177 112'-O" 4 �. 4 .:` - 1ST LEVEL - - 1 ST LEVEL -- - _ - H1 EXTERIOR WALL SECTION H4 EXTERIOR WALL SECTION H7 EXTERIOR WALL SECTION H10 EXTERIOR WALL SECTION H13 EXTERIOR WALL SECTION H16 EXTERIOR WALL SECTION 114" =1'-0" 1 /4" = 1'-0" 114" =1'-0" 1 /4" = V-0" 1 /4" =1'-0" 114" =1'-0" �1 (1.5H) L15 I 242 SEAL `� � I I 1111llf/�j// IF F1 137'-4" LEVEL(1.5F) 1.5 1.5H(1.5K3RD 1 0 1 ) /A 9 H13 H16 PP QQ 3.371 3.372 �. 136' GENERATOR ROOF AR95990 e AR 2 9 2022 -�j/l • ........ °� 221 G15 ! 221 221 A l 07 81 OO.AO1 242 f 07 81 OO.AO1 I 07 81 00.E 01 221 1 HR SPRAY FIREPROOF i ARASH AHANI KAMANGAR, AIA AR95990 - ! 1HR;SPRAY j FIREPROOF I 145=7" _ { - 1HR SPRAY FIRE R00 APPLIED TO ROOF DECK UDERSfDE M -1 I G1 A-PP]LIEDTO-R60E-DECK UPPER ROOF APPLIED TO ROOD UPPER UPPER ROOF ' I 243 ! UDEIRSIDE UDERSIDE`�' P AdventHealth Te- P - r .� 1 37'-4° I PP PP 1 37'-4" C9 � I 1 24'-8" ZEPHYR H � L LS m = 1 _ _ Uj ! 3RD LEVEL I 136'-11 GENERATOR ROOF J12 PP P P - - - -- - - - - -- 3RD LEVEL `' - - Q I 2ND LEVELGENERATOR ADDITION _ �, 04 i _' aY. u - GENERATOR ROOF M 1 I;I jl I - 60 j Ti .•____ �"III P I� Pfit co .�.:t, P.lP`1 OHM ��:i� I �P f3 t !1 I f I; � i � I t:f , � {' j ��r f.! �P n s:77,�{ I _; . ,__ 2ND LEVEL L ... i : = . _ = - -- - - - 1 A13 r- ,p 13 2ND LEVEL 242 -- -- 118'-11° GENERATOR LEVEL Hunton • y I , .-._- i .,.. I . •,.!? I ,! '_----: d !ffLL! ,{ -,..� ,i , �.?S lij ,fl } i Y�.( Y ,A �, , ,, I, 3 - - - - f I , _ i''�. i - - - - - - - - 31 r i 118 ° `_" GENERATOR LEVEL I -= T� GENERATOR LEVEL - ARCHITECTS l I .. - DATE SUBMISSION NO 112-0 -: { - 1 - 112 -0 _ 112 -0 1ST LEVEL _ - - -- P 1 , --__ I 1ST LEVEL - - _ 1ST LEVEL 12.17.21 CONSTRUCTION DOCUMENTS 03 05 05, 1 0714 OO.AO1 �(' ( ( I( I I i � I I I I I J I I( I � I I, I I I ... (BEYOND) I 0714 OO.AO1 WATERPROOFING 221 100 -0 �� 030505. A01 0714 OO.A01 07 14 OO.A01 5 (01 Al GROUND LEVEL USED IN AREAS CONTINpUS BARRIER WATERPROOFING USED IN AREAS WATERPROOFING USED IN WATERPROOFING USED 221 WHERE EXTERIOR j WHERE EXTERIOR GRADE IS I ! AREAS WHERE EXTERIOR IN AREAS WHERE CONTINOUS BARRIER GRADE IS HIGHER HIGHER THAN INTERIOR SLAB GRADE IS HIGHER THAN ! j EXTERIOR GRADE IS THAN INTERIOR INTERIOR SLAB HIGHER THAN INTERIOR SLAB BUILDING & WALL SECTIONS I SLAB Al BUILDING SECTION A9 BUILDING SECTION A16 ELEVATOR SECTION PROJ. NO. H-20232.00 SHEET DRAWN DU A2,21 1 /8" =1'-0" 1 /8" =1'-0" 1 /4" =1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N M ■ L ■ K J H G ■ F E D C ■ B ■ A Q a m p 0 (1.5F) 1150 (15H) (1 K 1 078100 HR SPRAY FIREPROOF PPLIED TO ROOF DECK r UDERSIDE 1 I I 3 1 ENERA4OR ROOM 1 ,47 S�= 1 a o P o 1 1 t 1 CEILING LEGEND 09 21 16.H01 gypsum board 09 24 OO.AO1 cement plaster 09 51 OO.AO1 suspended acoustical panel ceiling system 5.051 fire sprinkler head 6,011 supply air diffuser 6.051 return air grille 6.101 exhaust air grille 7.101 troffer light fixture 7.102 downlight fixture 0 GENERAL NOTES 1 ALL CEILINGS TO BE 9' N 2. ALL SOFFITS OVER CASEWORK TO BE 7'-2" LINO 4 N 1 3. COORDINATE ALL CEILING MOUNTED , EQUIPMENT WITH VENDOR DRAWINGS PP Y 1 1 1 j 1 MATERIAL NOTES 1 14'- 0 AF ( ( I 1 ! 07 81 OO.AO1 spray applied fireproofing 09 21 16.HO1 gypsum board i �� 09 24 OO.AO1 cement faster 11'J 1 �( i i p --1 - 1 M.5 09 51 OO.AO1 suspended acoustical panel ceiling >-< system -- --- 1F JET SCOPE 9 1 1 t 07 81 OO.AO1 GENERAL NOTES 1 � } { � � — 1 1 HR SPRAY FIREPROOF I I 5.051 fire sprinkler head 1 FLFSTP1CA s ' 1 APPLIED TO UDERSIDE j 6.011 supply air diffuser EMERGEGE CTRI A� 1 OF DECK 6.051 return air grille 1ORI"� ii 6.101 exhaust air rifle 1,094 SF 1 g 1 687 SF 7.101 troffer light fixture 1 o L- TPIC 1 3 1 7.102 downlight fixture 07 81 00.A01 HR SPRAY FIREPROOF 1 9 _ APPLIED TO UDERSIDE— OF DECK�. --- � , a i SEAL - 0 1 F ARASH AHANI KAMANGAR, AIA AR95990 ❑ -- -- -- 1 AdventHealth _ — - --- _ ZEPHYRHILLS GENERATOR ADDITION i Hunton . • A R C H I T E C T S DATE SUBMISSION NO A8 CEILING PLAN -1ST LEVEL - AREA 1 1/8" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD NO. 1 CEILING PLAN -1ST LEVEL - AREA 1 PROJ. NO. H-20232.00 SHEET DRAWN DU A51 1 ■ 16 ■ 17 ■ '18 ■ 19 ■ 20 Copyright Hunton Brady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R P ■ 0 REV OPENING DOOR FIRE RATING FRAME HDW SET NOTES DOOR MATERIAL NOTES R P ■ 0 NUMBER NAME WIDTH HEIGHT TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH HEAD JAMB THRESH' D MATERIAL SPEC NO DESCRIPTION 07 92 OO.AO1 sealant and backer rod 08 1113.D01 steel door frame 0811 13.EO2 stud anchor 09 21 16.B01 metal stud 09 21 16.CO1 metal stud U runner 101-A GENERATOR ROOM 4'-0" 7'-0" A ST PR-01 -- -- B SF -- H7/A242 A7/A242 1 OE 08 33 23.AO1 exterior overhead coiling door 101-B GENERATOR ROOM 6'-0" 7'-0" AA ST PR-01 -- -- B SF -- 2 ST 0811 13.A01 steel door 101-C GENERATOR ROOM 1U-21/2" 12A B OE PR-01 -- -- -- j MO -- WW 081416.A01 prefinished flush wood veneer faced wood door 102-A GENERATOR ROOM 4'-0" T-O" A ST PR-01 -- 90 B SF -- EVA901 Al/A901 3 102-B FUEL TANK YARD 4'-0" 7'-0" A ST PR-01 -- -- B SF -- H7/A242 A7/A242 1 102A ELECTRICAL 6-0" 7'-0" AA ST PR-01 -- -- B SF -- 4 1 103-A ELECTRICAL (EMERGENCY) 6'-0" T-0" AA ST PR-01 -- -- A SF -- 5 103-B ELECTRICAL (EMERGENCY) 4'-0" 7'-0" A ST PR-01 -- 90 B SF -- 6 103-C ELECTRICAL (NORMAL) 4'-0" 7'-0" A WW PR-01 -- 90 A SF -- E4/A901 A4/A901 6 1 104-A ELECTRICAL (NORMAL) 6'-0" 7'-0" AA ST PR-01 -- -- A SF PA-01 5 104-B PASSAGE 3'-0" 7'-0" A WW PR-01 -- 90 A SF -- 6 105-A STORAGE 4'-0" 7'-0" A WW PR-01 -- 45 A SF -- E4/A901 A4/A901 7 105-B 4'-0" 7'-0" A WW PR-01 -- 45 A SF -- E4/A901 A4/A901 7 107 10'-0" 8'-6" B OE PR-01 -- -- -- MO DOOR SCHEDULE REVISIONS OPENING NARRATIVE REASON FOR CHANGE NUMBER 103-A Door Material Revised to Steel Clarification 104-A Door Material Revised to Steel Clarification ■ N1 DOOR SCHEDULE ■ ■ NO SCALE GENERAL NOTES 1.701 see Door Schedule for door type M 1.706 grout frame solid with mortar M 3.371 concrete masonry unit FINISH SPEC NO DESCRIPTION MANUFACTURER SERIES / PATTERN I SIZE COLOR NOTES ■ PR-01 1.081 prefinished 0 L L K K ■ GLASS SPEC NO DESCRIPTION ■ J DOOR WIDTH ------------------------ ■ ■ DOOR AA WIDTH DOORA-,-------- - - - - - WIDTH H S PARTITION TYP S 0\ ` w ■ _ O ■ i O O O 09 21 16.CO1 FRAME G 3.371 - - - - - MATERIAL SPEC NO DESCRIPTION G SEAL A - SINGLE B MO 08 33 23.001 metal guide AA - DOUBLE i i i i 11ll��ji 0811 13.DO1 SF 0811 13.DO1 steel doorframe \\�\�� OF F/ ■ 07 92 OO.A01 BOTH SIDES N d \ �. ■ 08 11 13.D01 AR9599 e F 1 2 R 2 9 2022 ® �� F 1.701 0 0 ■ o o ARASH AHANI KAMANGAR, AIA AR95990 DOOR -,DOOR WIDD TH WITH E A B AdventHealth E El HEAD DETAIL E4 HEAD DETAIL E6 DOOR & FRAME TYPES ZEPHYRHILLS ■ GENERATOR ADDITION ■ 3" =1'-0" 3" =1'-0" NO SCALE D D IF 07 92 00.A01 BOTH SIDES Hunton . ■ 1.701 FINISH SPEC NO DESCRIPTION MANUFACTURER SERIES / PATTERN 1 SIZE COLOR NOTES ■ 08 11 13.E02 PA-01 09 91 23 interior paint Sherwin Williams, SuperPaint Eggshell SW9166 Drift of Mist field paint A R C H I T E C T S 08 11 13. D01 1.701 5/8" 2" 5/8" 4" CV � N DATE SUBMISSION NO v- z v- z 12,17.21 CONSTRUCTION DOCUMENTS 0 _ 0 _ 03.22.22 CCD NO.1 1 Q H 0 - Q - Q Z a_ c d a e ^ O r r r � 0811 13.DO1 _- -- _ ........ _ U) 1.706 2 09 21 16.B01 ■ 3.371 DOUBLE ■ DOOR SCHEDULE & DETAILS Al JAMB DETAIL A4 JAMB DETAIL A6 DOOR FRAME SECTIONS A10 DOOR AND FRAME LEGEND PROJ. NO. H-20232.00 SHEET A DRAWN DU 3" =1'-0" 3" =1'-0" NO SCALE NO SCALE A901 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 19 20 R ■ P ■ 0 ■ N H ■ G ■ ■ k a ■ STRUCTURAL ABBREVIATIONS A, _ L A.B. ANCHOR BOLT L LENGTH ABV ABOVE LDG LANDING A.C.I. AMERICAN CONCRETE INSTITUTE LG. LONG ADD'L. ADDITIONAL L.L. LIVE LOAD A.F.F. ABOVE FINISH FLOOR LLH LONG LEG HORIZONTAL AGGR AGGREGATE LLV LONG LEG VERTICAL A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION LNTL LINTEL A.I.S.I. AMERICAN IRON AND STEEL INSTITUTE L.S.H. LONG SLOTTED HOLES AL. ALUMINUM LONG LONGITUDINAL ALT ALTERNATE L.P. LOW POINT ARCH ARCHITECTURAL) L.V.L. LAMINATED VENEER LUMBER ASPH ASPHALT A.S.T.M. AMERICAN SOCIETY OF TESTING MATERIALS M A.W.S. AMERICAN WELDING SOCIETY MAS MASONRY B MAX MAXIMUM M.B. MASONRY BEAM B/ BOTTOM OF MBM METAL BUILDING MANUFACTURER B.B. BOND BEAM M.C. MOMENT CONNECTION BIT BITUMINOUS MCJ MASONRY CONTROL JOINT BLDG. BUILDING MECH MECHANICAL BLW BELOW MEZZ MEZZANINE BM. BEAM MFR MANUFACTURE(R) BOT BOTTOM MIN MINIMUM B.P. BASE PLATE ML. MICROLAM BRDG BRIDGING MOM MOMENT BRG BEARING M.O. MASONRY OPENING BRK BRICK M.S. METAL STUD B.S. BOTH SIDES MTL METAL BTWN BETWEEN B.U. BUILT UP N C N.S. NEAR SIDE NTS NOT TO SCALE C/C CENTER TO CENTER C.B. CONCRETE BEAM O CANT CANTILEVER C.C. CONCRETE COLUMN OA. OVERALL C.I.P. CAST IN PLACE O.B. OVER BUILT C.J. CONSTRUCTION/CONTROL JOINT O.C. ON CENTER C OR CL CENTERLINE O.D. OUTSIDE DIAMETER CLR CLEARANCE) O.F. OUTSIDE FACE C.M. CONCRETE MASONRY OPNG OPENING C.M.U. CONCRETE MASONRY UNIT OPP OPPOSITE COL COLUMN COORD COORDINATE P CONC CONCRETE _ CONN CONNECTION P.A.F. POWDER ACTUATED FASTENER CONT CONTINUOUS PC. PRECAST CONTR CONTRACTOR PERP PERPENDICULAR CONST CONSTRUCTION PE PRE-ENGINEERED CSK COUNTERSINK PENN PENETRATION CS.J CONSTRUCTION JOINT PERIM PERIMETER CTR CENTER P OR PL PLATE CTR'D CENTERED PLY PLYWOOD P.L.F. POUNDS PER LINEAL FOOT PNL PANEL D PREMANUF PRE -MANUFACTURED PREFAB PRE -FABRICATED DBL DOUBLE P.S.F. POUNDS PER SQUARE FOOT D.L. DEAD LOAD P.S.I. POUNDS PER SQUARE INCH DEPT DEPARTMENT P.S.L. PARALLEL STRAND LUMBER DIA DIAMETER PTN PARTITION DIAG DIAGONAL P.T. PRESSURE TREATED DIM DIMENSION DIST DISTANCE p DN. DOWN R DTL DETAIL R RADIUS DWG DRAWING REF REFERENCE DWL DOWEL REINF REINFORCE(D) (ING) REQ REQUIRE E REQ'D REQUIRED REV REVIEWED EA. EACH RF ROOF E.E. EACH END RTN RETURN E.F. EACH FACE RW RETAINING WALL E.J. EXPANSION JOINT ENG ENGINEER S EL. ELEVATION EQ. EQUAL SCH SCHEDULE EQ. SP. EQUAL SPACE(S) (ING) S.E. SLAB EDGE E.S. EACH SIDE SECT SECTION E.W. EACH WAY S.F. STEP FOOTING EXT EXTERIOR SHT SHEET SIM SIMILAR F S.J. SAWCUT JOINT SJI STEEL JOIST INSTITUTE F/ FACE OF SL. SLOPE F.D. FLOOR DRAIN SP. SPACE(S) F.F. FINISH FLOOR SPECS SPECIFICATIONS FDN FOUNDATION SQ. SQUARE FIN FINISH S.S. STAINLESS STEEL F.G. FINISH GRADE STD STANDARD FLR FLOOR STL STEEL FLG FLANGE STIR STRENGTH F.S. FAR SIDE STRL STRUCTURAL FT. FOOT S.W. SHEAR WALL FTG FOOTING SYMM SYMMETRICAL S.P. SOUTHERN PINE G S.P.F. SPRUCE PINE FIR GA. GAGE OR GAUGE T GALV GALVANIZE _ G.B. GRADE BEAM T.B. TIE BEAM G.C. GENERAL CONTRACTOR T&B TOP & BOTTOM GLB GLU-LAM BEAM TDS TURN DOWN SLAB GR. GRADE TEMP TEMPERATURE THD THREADED H THK THICK THNS THICKENED SLAB H.C. HOLLOW CORE TOP'G TOPPING HK. HOOK TYP. TYPICAL HORIZ HORIZONTAL T/ TOP OF H.P. HIGH POINT TRANS TRANSVERSE H.S. HEADED STUD HT HEIGHT U I UNO UNLESS NOTED OTHERWISE I.D. INSIDE DIAMTER V I.F. INSIDE FACE INT INTERIOR VERT VERTICAL J W JST JOIST WD WOOD JT JOINT W.F. WALL FOOTING W.F. WIDE FLANGE K W.O. WINDOW OPENING (MASONRY) W.P. WORKING POINT K KIP WS. WATERSTOP K.O. KNOCK OUT WT WEIGHT KWY KEYWAY WWF WELDED WIRE FABRIC W/ WITH TABLE 1 - DESIGN LOADS LIVE LOAD DEAD LOAD EQUIPMENT PAD 150 PSF GENERATOR 45,000 LBS WIND LOAD (Vult) BASIC WIND SPEED (3 SEC. GUST) 150 MPH RISK CATEGORY IV EXPOSURE C PARTIALY ENCLOSED CAST -IN -PLACE CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." ACI 301, LATEST EDITION. 2 ALL ONC TES LL HA THE OLLO ING IMU OMP SSIV STRE TH 28 D S: 1 PLACEMENT MINIMUM STRENGTH MAX W/C RATIO FOUNDATIONS 4000 PSI 0.52 (U.N.O.) WALLS 4000 PSI 0.52 OTHER 4000 PSI 0.52 3. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1 ", AND'HAVE 2 TO 4%AIR ENTRAINMENT. CONCRETE PLACED WITH A PUMP SHALL HAVE A SLUMP OF 5" PLUS OR MINUS 1". BUILDER MAY ELECT TO PROVIDE AN ALTERNATE MIX DESIGN WITH HIGH RANGE WATER REDUCER WITH A HIGHER SLUMP. SUBMIT ALTERNATE MIX DESIGN FOR REVIEW. 4. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3., METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF ACI 318. 5. PLACING CONCRETE: A. PLACE CONCRETE IN COMPLIANCE WITH ACI 304 AND AS HEREIN SPECIFIED. CODES AND STANDARDS B. BEFORE PLACING ANY CONCRETE IN FORMWORK, THOROUGHLY CLEAN AND WASH -OUT FORMS WITH WATER. ALL WORK SHALL CONFORM TO THE FOLLOWING CODES AND STANDARDS. USE THE LATEST EDITION UNLESS NOTED OTHERWISE. C. IF EARTH AT BOTTOM OF FORMS HAS DRIED -OUT, RE -WET SO THAT SOIL IS MOIST, BUT FREE FROM STANDING WATER AND MUD. 1. FLORIDA BUILDING CODE - 2020, 7TH ED. D. THOROUGHLY WET WOOD FORMS IMMEDIATELY BEFORE PLACING CONCRETE WHERE FORM 2. 6. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTUFITION. COATINGS ARE NOT USED. 3. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRE ACI 3 E. CONVEY CONCRETE FROM MIXER TO FINAL POSITION BY METHODS WHICH WILL PREVENT SEPARATION OR LOSS OF MATERIALS. 4. "ACI MANUAL OF CONCRETE PRACTICE" - PARTS 1 THROUGH 5 - ES F. MAXIMUM HEIGHT OF CONCRETE FREE FALL IS 4 FT. (U.N.O.) 5. "STEEL CONSTRUCTION MANUAL" - FIFTEENTH EDITION, AISC 360-16. G. REGULATE RATE OF PLACEMENT SO CONCRETE SURFACE IS KEPT LEVEL THROUGHOUT, A 6. "STRUCTURAL WELDING CODE ANSI/AWS D.1.1-2020", AMERICAN WELDING SOCIETY. MINIMUM BEING PERMITTED TO FLOW FROM ONE AREA TO ANOTHER. USE TREMIE HEADS SPACED AT APPROXIMATELY 10 FT. INTERVALS FOR PLACING CONCRETE IN WALLS. 7. "BUILDING CODE AND "SPECIFICATIONS FOR MASONRY STRUCTURES", TMS 602-2016. CONTROL RATE OF POUR CONSISTENT WITH FORM DESIGN. H. DEPOSIT CONCRETE IN CONTINUOUS OPERATION UNTIL SECTION BEING PLACED HAS BEEN COMPLETED. GENERAL /� CONDITIONS 6. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A - 615 GRADE 60. 1. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, DRAWINGS AND SPECIFICATIONS, THE MOST RIGID REQUIREMENT MUST GOVERN. 7. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND THE STRUCTURAL DRAWINGS. SEQUENCE TO INSURE THE SAFETY OF THE CONSTRUCTION SITE. 8. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND 3. THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. OR START OF CONSTRUCTION. COORDINATE BEARING CONDITIONS REQUIRED BY PRECAST CONCRETE WALL PANEL BEFORE PLACING CONCRETE. 4. THE OWNER WILL ENGAGE AN APPROVED TESTING AGENCY TO PROVIDE SERVICES AS INDICATED BELOW. SUBMIT REPORTS TO STRUCTURAL ENGINEER AND ARCHITECT. 9. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. a. TEST CONCRETE IN ACCORDANCE WITH ASTM C172 AND C31. SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS. 10. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS b. TEST SOIL COMPACTION PER LATEST GEOTECHNICAL REPORT. (U.N.O.) AND AT SLAB EDGES. C. VISUALLY INSPECT FIELD WELDS, BOLTED CONNECTIONS AND OTHER STRUCTURAL STEEL 11. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT CONNECTIONS. REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. FOUNDATION NOTES 12. CONTRACTOR SHALL PROVIDE 3/4" INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. 1. ALLOWABLE NET SOIL BEARING PRESSURE IS ASSUMED TO BE 2000 PSF BASED ON THE EXISTING 13. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: STRUCTURAL DRAWINGS. 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE PROJECT �� 1 h INTERIOR CONCRETE REINF. SOILS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE 2" EXTERIOR CONCRETE REINF. SPECIFIED. A CERTIFIED TESTING AGENCY SHALL PERFORM SOIL DENSITY TESTS TO ENSURE 3/4"� INTERIOR FLAT SLABS CONFORMANCE WITH THE GEOTECHNICAL REPORT. SUBMIT ALL TEST RESULTS TO THE PROJECT 1 /4 EXTERIOR FLAT SLABS ARCHITECT AND ENGINEER. 14. HORIZONTAL WALL AND FOOTING BARS SHALL BE BENT V-0" AROUND CORNERS OR CORNER BARS 3. CONTRACTOR IN CONJUNCTION WITH PROJECT GEOTECHNICAL ENGINEER SHALL VERIFY AND 2'-0" LAP SHALL BE PROVIDED. EXISTING FIELD CONDITIONS DURING EXCAVATION THAT MAY AFFECT THE ALLOWABLE BEARING PRESSURE AND OR THE INSTALLATION OF THE FOUNDATION SYSTEM PRIOR TO STARTING WORK. 15. HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN WALL FOOTINGS WITH A DEPTH OF 1 Y2 INCHES AND A HEIGHT EQUAL TO ONE-THIRD OF THE MEMBER'S DEPTH. 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS OTHERWISE OTHERWISE. NOTED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT AND McELROY 5. CONCRETE FOR THE FOUNDATIONS SHALL BE PLACED WITHIN 24 HOURS OF THE SUB GRADE ENGINEERING. APPROVAL BY THE PROJECT GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. 16, REINFORCEMENT SPLICES SHALL NOT BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE PROJECT STRUCTURAL ENGINEER. WHERE INDICATED THE MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE CLASS B PER ACI 318, SECTION 12.14 AND 12.15 EXCEPT WHERE STRUCTURAL T f� ft/`'1 L STEEL EEL NOTES OTHERWISE NOTED ON THE DRAWINGS. SEE TABLES PROVIDED. 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR DESIGN, THE ENGINEER. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". LATEST EDITION. 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE CALCULATION REQUIREMENTS AMERICAN WELDING SOCIETY, AWS D1.1. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS 1. CALCULATIONS AS REQUIRED BY DRAWINGS AND/OR SPECIFICATIONS SHALL BE NOTED OTHERWISE: SUBMITTED WITH THE REQUIRED SHOP DRAWINGS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ANCHOR BOLTS ASTM F1554 2. ALL CALCULATIONS SUBMITTED SHALL BE PRESENTED IN A LEGIBLE MANNER HARDENED WASHERS ASTM F436 AND FOLLOW AN ORDERLY, LOGICAL SEQUENCE. 4. STEEL SHAPES, PLATES, ETC., WHICH ARE EXPOSED TO WEATHER SHALL BE 3. ALL REFERENCES AND SOURCES OF INFORMATION SHALL BE LISTED WITHIN GALVANIZED IN ACCORDANCE WITH ASTM A123. THE CALCULATIONS. COPIES OF PERTINENT SECTIONS SHALL BE INCLUDED. 5. AN APPROVED LICENSED TESTING COMPANY SHALL VISUALLY INSPECT ALL WELDS. 4. BASIC LOADS AND DERIVATION OF FORCES, MOMENTS, SHEARS, REACTIONS, SEE SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS. DEFLECTIONS, CAMBERS, ETC., SHALL BE INCLUDED. INCLUDE ALL UNBALANCED 6. TOUCH UP FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER LOADING FORCES AS REQUIRED. LOAD REQUIREMENTS WITH APPROPRIATE FACTORS WELDING (USE GALVANIZED PAINT FOR TOUCH UP OF GALVANIZED STEEL). SHALL BE AS PER FBC (LATEST EDITION). 7. ALL WELDED CONNECTIONS SHALL BE DONE WITH E70XX ELECTRODES. SHOP 5. DESIGN ASSUMPTIONS SHALL BE CLEARLY STATED. AND FIELD WELDS SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND 6. ALL COMPUTER GENERATED CALCULATIONS SHALL BE ACCOMPANIED WITH EXPLANATIONS SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE FOR BUILDINGS OF OUTPUT/INPUT DATA (i.e. VARIABLE IDENTIFICATION, LOAD DERIVATION, ETC.). AWS D1.1. WELDS SHALL DEVELOP THE FULL STRENGTH OF MATERIALS BEING A BRIEF EXPLANATION OF GENERAL THEORY, METHOD AND ASSUMPTIONS USED WELDED UNLESS OTHERWISE NOTED. ALL WELDS SHALL BE IN ACCORDANCE SHALL BE INCLUDED. WITH THE STRUCTURAL WELDING CODE (ANSI/AWS D1.1). THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED TESTS IN THE 7. ALL CALCULATIONS ARE TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER STRUCTURAL WELDING CODE IN BUILDING CONSTRUCTION OF THE AMERICAN REGISTERED IN THE STATE OF FLORIDA. WELDING SOCIETY. ACCEPTANCE TO BE SUBJECT TO THE INSPECTION AND REVIEW OF AN INDEPENDENT INSPECTION AGENCY. SHOP DRAWINGS 1. FOLLOW THE ARCHITECT'S INSTRUCTIONS FOR DISTRIBUTION OF SHOP DRAWINGS. 2. COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED IN WHOLE FOR EACH OF THE FOLLOWING CATEGORIES: a. CONCRETE REINFORCING STEEL b. CONCRETE MIX DESIGN C. STRUCTURALSTEEL d. MISCELLANEOUS 3. DETAILER SHALL BE RESPONSIBLE FOR CHECKING ALL ARCHITECTURAL AND MECHANICAL DRAWINGS FOR OPENINGS AND EMBEDS, AFFECTING STRUCTURAL MEMBERS. 4. SHOP DRAWINGS SHALL BEAR THE INITIALS OF THE DETAILER'S CHECKER AND BE APPROVED BY THE CONTRACTOR BEFORE SUBMITTAL TO ENGINEER. 5. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. 6. IF REPRODUCTIONS OF THESE CONTRACT DRAWINGS ARE USED IN LIEU OF PREPARATION OF SHOP DRAWINGS, THE ARCHITECT'S, ENGINEER'S OR OTHER DESIGN CONSULTANT'S TITLE BLOCK SHALL BE REMOVED AND REPLACED WITH A TITLE BLOCK LISTING THE FOLLOWING ITEMS: a. NAME, ADDRESS, AND TELEPHONE NUMBER OF CONTRACTOR, SUBCONTRACTOR, ETC. SUBMITTING SHOP DRAWINGS. b. SHEET NUMBER. C. DATE DRAWING PREPARED, THE INITIALS OF PERSON WHO PREPARED DRAWINGS, AND INITIALS OF PERSON CHECKING DRAWINGS. 7. ANY REPRODUCTION OF THESE CONTRACT DRAWINGS NOT COMPLYING WITH THE ABOVE WILL BE REJECTED AND NOT REVIEWED. MASONRY NOTES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1500 PSI). 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8". A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND A SLUMP BETWEEN 8" TO 11." JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED. DO NOT USE MIX DESIGNS OTHER THAN THE GROUT MIX APPROVED FOR THE MASONRY CONSTRUCTION. 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 10'-0" OR 192 x BAR DIAMETER WHICHEVER IS LESS. REINFORCEMENT SHALL BE PLACED AT THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAILS FOR ADDITIONAL INFORMATION. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM 50 BAR DIAMETERS. EXTEND ALL VERTICAL REINFORCEMENT TO WITHIN 2" OF TOP OF WALL OR COLUMN UNLESS NOTED OTHERWISE. 7. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD LADDER TYPE DUR-O-WAL (ASTM A-82 #9 GAGE WIRE) AT 16" O.C., UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 8. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6". LAP WITH STANDARD'T' AND'U SHAPED PIECES AT INTERSECTIONS AND CORNERS. 9. PROVIDE A MINIMUM OF 3 COURSES HIGH BY 2 COURSES WIDE GROUTED SOLID MASONRY AT BEAM BEARING POINTS. 10. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 11. PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT AND McELROY ENGINEERING FOR REVIEW. 12. PROVIDE A FULLY GROUTED KNOCK OUT BLOCK OR U-BLOCK REINFORCED WITH (1) #5 CONTINUOUS AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 8" BEYOND EACH SIDE OF THE OPENING TYPICALLY. 13. MORTAR PLACEMENT: A. USE BED JOINT BETWEEN 1/4" AND 3/4" THICK AT FOUNDATIONS. B. USE 3/8" THICK JOINTS BETWEEN UNITS. C. TOOL ALL JOINTS WITH A ROUND JOINTER WHEN THE MORTAR IS THUMBPRINT HARD, UNLESS OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. D. PLACE MORTAR ON CLEAN UNITS WHILE THE MORTAR IS SOFT AND PLASTIC. E. DO NOT DISTURB THE UNIT AFTER IT IS INITIALLY POSITIONED. F. PLACE MORTAR SO THAT ALL JOINTS OF SOLID UNITS ARE FULLY FILLED WITH MORTAR. G. FILL THE BED AND HEAD JOINTS OF HOLLOW UNITS WITH MORTAR, SPREAD ACROSS THE WIDTH OF THE FACE SHELL. H. MORTAR CROSS WEBS IN HOLLOW UNITS FOR THE FOLLOWING SITUATIONS: 1) ADJACENT TO CELLS TO BE GROUTED FOR PARTIALLY GROUTED CONSTRUCTION. 2) STARTING COURSE ON FOUNDATIONS AND OTHER SUPPORTS. 3) ALL PIERS, COLUMNS AND PILASTERS THAT ARE TO BE FULLY FILLED WITH GROUT. I. REMOVE PROTRUSIONS OF MORTAR INTO COLLAR JOINTS CAVITIES AND CELLS OF HOLLOW UNITS IF THEY PROJECT MORE THAN'/Z'. J. DO NOT SLUSH MORTAR INTO HEAD JOINTS. K. FILL HOLES IN THE MORTAR. 14. PROVIDE ADEQUATE BRACING AND SUPPORT OF MASONRY UNTIL PERMANENT CONSTRUCTION IS IN PLACE. McElroyEngineering-, u STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMIIJED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 mc No. 44741 �••, STATE OF •� �� !lull ii � s ME� u lHnton ARCH ITECT r TE SUBMISSION NO 21 CONSTRUCTION DOCUMENTS 22 CCD No. 1 1 GENERAL NOTES PROJ. NO. H-20232.00 SHEET DRAWN VMM S0011 ■ 2. . 4 ■ . .7 ■ f . . v . 1 . 2 . . 14 . . . 1- . . 1 ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 - 11 _ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 N.W. ISOMETRIC VIEW 2 N.E. ISOMETRIC VIEW so02 TABLE 2: DESIGN WIND PRESSURES (ULT.) ULTIMATE COMPONENT AND CLADDING PRESSURES AT EXTERIOR WALLS EFFECTIVE AREA OF OPENING ZONE 4 ZONE 5 POSITIVE NEGATIVE POSITIVE NEGATIVE < 10 SF 45.5 PSF -43.2 PSF 45.5 PSF -53.2 PSF 20 SF 43.5 PSF -41.4 PSF 43.5 PSF -49.6 PSF 50 SF 40.8 PSF -39.1 PSF 40.8 PSF -45.0 PSF > 100 SF 38.8 PSF -37.3 PSF 38.8 PSF -41.4 PSF ULTIMATE COMPONENT AND CLADDING PRESSURES AT MAIN ROOF TYPE OF COMPONENT (EFFECTIVE AREA) ZONE 1'B ZONE 1A ZONE113 ZONE 1BW ZONE 2A ZONE 2B ZONE 2BW ZONE 3A POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE NEGATIVE POSITIVE POSITIVE NEGATIVE NEGATIVE POSITIVE POSITIVE NEGATIVE ROOFING (510 SF) 20.2 PSF -45.5 PSF 20.2 PSF -79.2 PSF 20.2 PSF -79.2 PSF 65.7 PSF -79.2 PSF 49.7 PSF -104.0 PSF 49.7 PSF -104.0 PSF 95.2 PSF -104.0 PSF 49.7 PSF -104.0 PSF DECK (20 SF) 18.9 PSF -45.5 PSF 18.9 PSF -73.9 PSF 18.9 PSF -73.9 PSF 62.4 PSF -73.9 PSF 47.5 PSF -97.7 PSF 47.5 PSF -97.7 PSF 93.0 PSF -97.7 PSF 47.5 PSF -97.7 PSF BEAM/JOIST (50 SF) 17.3 PSF -45.5 PSF 17.3 PSF -67.0 PSF 17.3 PSF -67.0 PSF 58.1 PSF -67.0 PSF 44.5 PSF -88.8 PSF 44.5 PSF -88.8 PSF 85.3 PSF -88.8 PSF 44.5 PSF -88.8 PSF BEAM/JOIST (>100 SF) 16.0 PSF -45.5 PSF 16.0 PSF -61.8 PSF 16.0 PSF -61.8 PSF 54.8 PSF -61.8 PSF 42.3 PSF -82.1 PSF 42.3 PSF -82.1 PSF 81.1 PSF -82.1 PSF 42.3 PSF -82.1 PSF NOTES: WIND PRESSURES IN THE TABLES ABOVE ARE BASED ON CALCULATIONS FROM ASCE 7-16. SEE "WALL MOUNTED CANOPY CONDITION" SECTION AND "ROOF OVERHANG CONDITION" SECTION BELOW FOR OVERHANG PRESSURES AT ALL ROOFS OVER BALCONIES, BREEZEWAYS, AND COVERED ENTRIES. TABLE 3: DESIGN WIND PRESSURES (ASD) ALLOWABLE COMPONENT AND CLADDING PRESSURES AT EXTERIOR WALLS EFFECTIVE AREA OF OPENING ZONE 4 ZONE 5 POSITIVE NEGATIVE POSITIVE NEGATIVE < 10 SF 27.3 PSF -26.0 PSF 27.3 PSF -32.0 PSF 20 SF 26.1 PSF -24.9 PSF 26.1 PSF -29.8 PSF 50 SF 24.5 PSF -23.5 PSF 24.5 PSF -27.0 PSF > 100 SF 23.3 PSF -22.4 PSF 23.3 PSF -24.9 PSF ALLOWABLE COMPONENT AND CLADDING PRESSURES AT MAIN ROOF TYPE OF COMPONENT (EFFECTIVE AREA) ZONE 1'B ZONE 1A ZONE113 ZONE 1BW ZONE 2A ZONE 2B ZONE 2BW ZONE 3A POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE NEGATIVE POSITIVE POSITIVE NEGATIVE NEGATIVE POSITIVE POSITIVE NEGATIVE ROOFING (510 SF) 12.2 PSF -27.3 PSF 12.2 PSF -47.6 PSF 12.2 PSF -47.6 PSF 39.5 PSF -47.6 PSF 29.9 PSF -62.4 PSF 29.9 PSF -62.4 PSF 57.2 PSF -62.4 PSF 29.9 PSF -62.4 PSF DECK (20 SF) 11.4 PSF -27.3 PSF 11.4 PSF -44.4 PSF 11.4 PSF -44.4 PSF 37.5 PSF -44.4 PSF 28.5 PSF -58.7 PSF 28.5 PSF -58.7 PSF 55.8 PSF -58.7 PSF 28.5 PSF -58.7 PSF BEAM/JOIST (50 SF) 10.4 PSF -27.3 PSF 10.4 PSF -40.2 PSF 10.4 PSF -40.2 PSF 34.9 PSF -40.2 PSF 26.7 PSF -53.3 PSF 26.7 PSF -53.3 PSF 51.2 PSF -53.3 PSF 26.7 PSF -53.3 PSF BEAM/JOIST (>100 SF) 9..6 PSF -27.3 PSF 9.6 PSF -37.1 PSF 9.6 PSF -37.1 PSF 32.9 PSF -37.1 PSF 25.4 PSF -49.3 PSF 25.4 PSF -49.3 PSF 48.7 PSF -49.3 PSF 25.4 PSF -49.3 PSF NOTES: WIND PRESSURES IN THE TABLES ABOVE ARE BASED ON CALCULATIONS FROM ASCE 7-16. SEE "WALL MOUNTED CANOPY CONDITION" SECTION AND "ROOF OVERHANG CONDITION" SECTION BELOW FOR OVERHANG PRESSURES AT ALL ROOFS OVER BALCONIES, BREEZEWAYS, AND COVERED ENTRIES. HcOroyEngineenngj STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 ��t►�I1101/11, MCF //, No. 44741 •� STATE OF of XoRe. 111 1 �, s 4� d -rZ-- Hunton Nuej A R C H I T E C DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD No.1 1 ISOMETRIC VIEWS PROJ. NO. H-20232.00 SHEET DRAWN VMM ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 13 ■ 11 ■ 12 ■ 13 ■ 14 IN 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 a �"a d -• - .a ad N 1 FOUNDATION PLAN S111 3/16" = 1'-0" ■ ■ FOUNDATION PLAN NOTES: 1. SEE GENERAL NOTES ON DRAWING S001. GENERAL NOTES INCLUDE CODES AND STANDARDS, DESIGN LOADS AND OTHER REQUIREMENTS. 2. T.O. EXISTING GRADE = U-0" A.F.F. (U.N.O.) THIS A REFERENCE ELEVATION ONLY. CONTRACTOR MUST FIELD VERIFY ALL PROVIDED DIMENSIONS. 3. SEE THE MECHANICAL DRAWINGS FOR DIMENSIONS, ELEVATIONS AND DETAILS NOT SHOWN. CONTRACTOR MUST FIELD VERIFY EXISTING DIMENSIONS PRIOR TO FABRICATION OR START OF CONSTRUCTION. 4. T.O. NEW EQUIPMENT PAD ELEVATION = (+) 0'-6" (U.N.O.) 5. SEE DRAWING S501 FOR PRECAST CONCRETE LINTEL SCHEDULE. COORDINATE WALL OPENING REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION. 6. SEE DRAWING S603 FOR TYPICAL MASONRY DETAILS. LEGEND #'-##" INDICATES TOP OF CONCRETE SLAB OR FOOTING T.O. SLAB ELEVATION. C# INDICATES STEEL COLUMN TYPE. SEE STEEL COLUMN SCHEDULE FOR COLUMN AND BASEPLATE DETAILS. #.# INDICATES SPREAD FOOTING TYPE. SEE FOOTING SCHEDULE FOR SIZE AND REINFORCEMENT. INDICATES CONTINUOUS FOOTING TYPE. #.# C SEE FOOTING SCHEDULE FOR SIZE AND REINFORCEMENT. #.# TS INDICATES THICKENED SLAB EDGE. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. F.S. --- INDICATES FOOTING STEP PER DETAIL S.J. INDICATES SLAB SAWCUT JOINT PER DETAIL C.S.J. INDICATES CONSTRUCTION JOINT PER TYPICAL DETAIL OR AS REQUIRED OTHERWISE. I.J• INDICATES ISOLATION JOINT WITH 1/2" THICK ASPHALT - IMPREGNATED BOARD. INDICATES STEP OR RECESS IN SLAB. SEE ELEVATION CALLOUT FOR DEPTH. COORD. w/ARCH DRAWINGS. INDICATES CONCRETE WALLS. SEE PLAN FOR TYPE AND WALL SCHEDULE FOR SIZE AND REINFORCEMENT. INDICATES OPENING IN CONCRETE WALL. SEE HEADER AND SILL SCHEDULE AND SECTIONS FOR ADDITIONAL REINFORCEMENT AROUND OPENINGS. INDICATES 8" MASONRY WALL. REINFORCED w/ #6 VERT AT 24" O.C. (MAX) ■ ■ INDICATES 8" MASONRY WALL DOORWAY OPENINGS. PROVIDE VERTICAL FILLED CELL EACH SIDE OF OPENING. INDICATES ADDITIONAL #6 VERTICAL REINFORCEMENT ■ GROUTED SOLID, MATCH REINFORCEMENT SIZE AND QUANTITY INDICATED ON THE MASONY WALL SCHEDULE. TYPICAL ALL MASONRY: GROUT CELLS SOLID AT REINFORCEMENT. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENINGS IN CMU WALLS. SEE TYPICAL DETAILS FOR HIGH AND LOW LIFT GROUTING. GENERAL REVISION MADE F ■ F ■ C ■ ■ ■ ■ ■ McOroyEngineenngj „ STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 ■ WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. ■ SEAL Craig E. McElroy P.E. - FL No. 44741 "NI%11111111// /�i �� P�=�GENs•.'A'i No. 44741 �••• STATE OF F •. ••, .//SOON AdventHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton B'rad A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD No. 1 1 ■ ■ TO ENTIRE DRAWING FOUNDATION PLAN AND DETAILS PROJ. NO. H-20232.00 SHEET DRAWN VMM Sill Copyright Huntonl3rady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 1 ■ 1 ■ 13 ■ 14 IN 15 ■ 16 ■ 17 ■ 18 ■ Fg ■ 20 R ■ P ■ m i 3/4" HANGER ROD (TYPICAL) --------------- 3 HSS STEEL FRAME AROUND 5301 10 LOUVERS (TYPICAL) S610 BC-01 BC-01 BC-01 8x32 C62 (137'7-7-7= I I I I 1 7 al 1 11 1 1 1 1 1 1 17-7= I I -�QQ) -4} >_ T.O. CMU = 13T-0" (3) PIPE HANGERS EACH MUFFLER 6 S610 L2x2x1/4 BEAM UPLIFT N BRIDGING TYPICAL ALL " r) U ROOF BEAMS - 04 x 5` - S610 2 co 00 M S301 N zo 3" - 20 GAGE WIDE RIB - TYPE N METAL DECK (8) #10 SCREWS PER SPAN - - - - - - - - - - - - 8x24 CB1 (127'-4) LOW BC-02 PP 1 S610 BC-02 BC-02 T.O. CMU = 129'-0" 6 1 d S610 S302 SLOPE _ SEE ARCH m m U co U (0 - It 04 4 N X x Op —N — — — 00 M 5 — — — — — — — _ — — — — — — — — — — — — — — — — S610 __ L2x2x1/4 BEAM UPLIFT N BRIDGING TYPICAL ALL T.O. CMU = 129'-0" HSS COLUMN BELOW, ROOF BEAMS TYP. - SEE PLAN BC-01 T.O. STEEL FOUNDATION / BC-01 EL. = 126' - 10" -IS- - 9 2 o S610 T.O. STEEL --- S610 W1 2 �t W1 2 EL. = 126`- 10"1 1— ----- S610 i i S610 i N 1 ROOF FRAMING PLAN S121 3/16" = 1'-0" ROOF FRAMING PLAN NOTES: 1. SEE GENERAL NOTES ON SHEETS S001 & S002. 2. TOP OF STEEL ELEVATIONS VARY. SEE STRUCTURAL AND ARCHITECTURAL PLANS AND SECTIONS FOR REQUIRED ELEVATIONS. FIELD VERIFY PRIOR TO CONSTRUCTION. 3. METAL ROOF DECK SHALL BE 3" - 20 GAGE WIDE RIB - TYPE N METAL DECK: Fy = 50 KSI (U.N.O.) DECK SECTION PROPERTIES: 1 - 0.848 in4/ ft Sp = 0.501 in3/ ft Sn = 0.552 in3/ ft fy = 50 KSI 4. FASTEN METAL DECK TO ALL SUPPORTS - SEE ROOF DECK FASTENING SCHEDULE ON THIS SHEET. 5. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS AND DETAILS NOT SHOWN. RESOLVE ALL DISCREPANCIES PRIOR TO FABRICATION. 6. STEEL DETAILER MUST DETERMINE TOP OF STEEL ELEVATIONS TO PROVIDE A UNIFORM SLOPE. 7. SEE DRAWING S501 FOR PRECAST CONCRETE LINTEL SCHEDULE. COORDINATE WALL OPENING REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION. 8. SEE DRAWING S603 FOR TYPICAL MASONRY DETAILS. LEGEND INDICATES TOP OF STEEL ELEVATION. C _ $�" INDICATES REQUIRED POSITIVE CAMBER IN W-BEAM. INDICATES BEAM CONNECTION EMBED PLATE AT CONCRETE BC## BEAM, WALL OR COLUMN, OR CONCRETE BLOCKOUT AT MASONRY WALLS. SEE EMBED PLATE SCHEDULE. C# INDICATES STEEL COLUMN TYPE. SEE STEEL COLUMN SCHEDULE FOR COLUMN AND BASEPLATE DETAILS. ] INDICATES CONCRETE COLUMN, BEAM, OR WALL BELOW. INDICATES CONCRETE WALLS. SEE PLAN FOR TYPE AND WALL SCHEDULE FOR SIZE AND REINFORCEMENT. INDICATES 8" MASONRY WALL. SEE MASONRY WALL SCHEDULE FOR REINFORCEMENT. REINFORCED w/ #6 VERT AT'24" O.C. (MAX) LL i -;� INDICATES PRE -CAST CONCRETE LINTEL AT OPENING BELOW. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. SUSPEND MUFFLER FROM ROOF WITH (6) 3/4" THREADED RODS - COORDINATE DETAILS WITH MANUFACTURER (TOTAL WEIGHT 1500 LBS.) 41 6 S610 M N m U 1 N co S301 00 5 _ S610 T.O. CMU = 137'-0" Lj MC6X12 La LA MC6X12 La Lj MC6X12 La MC6X12 I I 1 I s3o3 I I I I I I I I MC6X12__+_-� M MC6X12 I I MC6X12 i I MC6X12 I I — j _ — — — MC6X12 MC6X12 MC6X12 M66X12 13 X a x co P w 3 S303 2 S303 HI 10 BC-01 S610 BC-01 711/ BC-01 8x32 CB2 (137'-4) ROOF DECK FASTENING SCHEDULE FASTENING SIDELAP FASTENS ZONE INTERIOR FASTENER PATTERN FASTENER PER SPAN DIA. PUDDLE O5/8" D1 WELDS 36/5 #10 TEK SCREW 8 D2 5/8" DIA, PUDDLE 8 WELDS 36/7 #10 TEK SCREW O5/8" D3 DIA. PUDDLE 8 WELDS 36/7 #10 TEK SCREW NOTES: 1. FASTEN ALL DECK EDGES ALONG PERIMETER TO CONT. L4x4 ANGLE WITH 5/8" DIA_ PUDDLE WELDS AT 6" O.C. FASTENING 36/4 PATTERNS: 36/5 36/7 McEtroyEngineering-, STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 ,��►1r1111//j/ •"`� P� •�G ENS •.' �:► �Ir ; No. 44741 STATE OF ,'<vWZ s:�OR10 Q��,�'` r /0N AdventHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION lHunton WL A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS _ 03.22.22 CCD No. 1 1 ROOF FRAMING PLAN PROJ. NO. H-20232.00 SHEET DRAWN VMM is ■ 2 13 ■ 4,4 ■ 1■ 1 ■ 17 ■ 18 ■ 1, j■ 7 i :i Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 12 3 ■ ■ ■ 7 8■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ IEL.= 112' - 0" T.O. FTG. 34' - 8" ELEVATION ALONG LINE "1.5F" 1/4" = 1'-0" _ (M M) (M M) 21'-6 3/8" 8X32 CONCRETE BEAM i 1 r 3 I� r—RETE TOP OF CONC1 I i l EL V. = 1 7'-7" DOUBLE L4x4x3/8"x12" LG. AT TOP OF i POST WITH (2) 3/4" HILTI HIT-HY 200 EPDXY WITH 5 5/8" EMBEDMENT INTO CONCRETE TIE BEAM (TYPICAL AT TOP OF HSS POST AT JAMB) L4x4x3/8"x12" LG. WITH (2) 3/4" HILTI HIT-HY 270 EPDXY WITH 5 5/8" EMBEDMENT INTO CMU WALL (TYPICAL AT 1 HSS POST AT JAMB AT 32" O.C.) I g CONTINUOUS KNOCK -OUT BLOCK WITH CONTINUOUS #5 GROUTED SOLID CIP 8x24 CONCRETE TlE BEAM I T.O. WALL . ._ .. = _ .. ... _ _ .. > . _ - ELEV 129 0' i TOP OF CONCRETE ,STOP OF CONCRETE �.- ELEV. - ELE . - 1 �, 6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS ANCHORS WITH 4" EMBEDMENT. WELD HSS POST TO BASE PLATE ALL AROUND WITH 1/4" WELD. I i (TYPICAL) E GENERATOR LEVEL a ° 8" CONCRETE WALL 5" CONC SLAB -ON -GRADE I ° - SEE PLAN NOTE { ° ° d °•T/ SLAB EL.= 11 T - 4" a I 21'-6 3/8" I TOP OF WALL ELEV. = 141'-0" 8X32 CONCRETE BEAM CONTINUOUS KNOCK -OUT BLOCK WITH t-In 0%/7A t t-lK l+r)CTC ncA&A:)n1 iTCr1 C/11 Ill ELEVATION ALONG LINE 11.5H" 1/4" = 1'-0" 56' - 2 3/8" 1.5K 1.5H 1.51F y y 78'-0° 32' - 8" 45' - 4" jT.O. WALL _ - - ELEV - 141 -0 DOUBLE L4x4x3/8"x12" LG. AT TOP OF POST WITH (2) 3/4" HILTI HIT_HY 200 EPDXY WITH 5 5/8" EMBEDMENT ,`TOP OF CONCRETE INTO CONCRETE TIE BEAM ELEV. - 137 -7 _.._,__ -, .. r -: �-;�.' � 4 TYPICAL AT TOP OF HSS POST AT JAMB ) � _ a 8X32 CONCRETE BEAM I p c , A 4 F. Y q y, .h. CONTINUOUS KNOCK -OUT BLOCK WITH , !I I I I I 1 I i 1 1 CONTINUOUS#5 GROUTED SOLID #5 DOWEL WITH 50 BAR DIAMETER LAP SPLICE AT WALL VERTICAL REINFORCEMENT. 2 \ / IA.\ / / \ SUPPORT ANGLE / \ SUPPORT ANGLE / \ SUPPORT ANGLE / i S301 1 \ ANCHOR TO WALL' '_0 1 co \ ANCHOR TO WALL / T 1 (0 \ ANCHOR TO WALL TO 1 I X \ / X 1 1 X \ / 1 i X \ / to I 1 i 1 \ / 1 \ / X \\ / X i S301 X \\ X 0 X V \\ X D co / 1 // t 1 // 1 1 U) \ / w CONTINUOUS KNOCK -OUT BLOCK WITH _ \ / _ _ � _ co / _ CONTINUOUS #5 GROUTED SOLID 3/4" ISOLATION JOINT � HSS�X4,X5/16 HS�X4�5/16 \ / L4x4x3/8"x12" LG. WITH TOP OF WALL r j \ 1 X 1 OPEN 1 (2) 3/4" HIEPDXY WITH 5 ; i / \ 5/8" EMBEDMENT INTO CMU WALL Y ELEV. = 124'-8" :; ..• • . :: :.. ::. • ,_ ..-: • ; ,.. ` : - T. _. ._,. '_. • ' '; U U \ / u (TYPICAL AT HSS POST AT JAMB) 6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS ANCHORS WITH 4" 1 / SUPPORT ANGLE EMBEDMENT. WELD HSS POST TO BASE ANCHOR TO WALL \ 1 1 \ I 1 / \ 1 i PLATE ALL AROUND WITH 1/4" WELD. \ / \ / \ (TYPICAL) GENERATOR LEVEL RIM 118'- 1-V 10" CONCRETE RETAINING WALL a, OPEN EL.= 112' - 0•' OPEN T.O. FTG. T.O.FTG. °, , a a°°. ° a°. e d °'a _._ e ° . 4 a_ d. - a d° ° TYP a- a 9 d ° a d 12 S602 ELEVATION ALONG LINE "QQ11 3 s3o1 1/4" = 1'-0" QQ) DOUBLE L4x4x3/8"x12" LG. AT TOP OF POST WITH (2) 3/4" HILTI HIT-HY 200 EPDXY WITH 5 5/8" EMBEDMENT INTO CONCRETE TIE BEAM (TYPICAL AT TOP OF HSS POST AT JAMB) 01A•XdiP[43C7A9:3 3 f\TA] CONTINUOUS KNOCK -OUT BLOCK WITH CONTINUOUS #5 GROUTED SOLID #5 DOWEL WITH 50 BAR DIAMETER LAP SPLICE AT WALL VERTICAL REINFORCEMENT. L4x4x3/8"x12" LG. WITH (2) 3/4" HILTI HIT-HY 270 EPDXY WITH 5 5/8" EMBEDMENT INTO CMU WALL (TYPICAL AT HSS POST AT JAMB) SUPPORT ANGLE ANCHOR TO WALL 6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS ANCHORS WITH 4" EMBEDMENT. WELD HSS POST TO BASE PLATE ALL AROUND WITH 1/4" WELD. (TYPICAL) GENERATOR LEVEL 118' - 11" WALL 8 CMU WALL McEtroyEngineering,i STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS —BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 �.�.% ; No. 44741 -0 CC -A- STATE /pNA 8 NEW BRICK TO MATCH EXISTING S603 I I - NEW CONT 3/8" x 12" LG PL AdventHealth i CONT ALUMINUM ANGLE 1-3/4"x1-3/4"x1/4" AT LOUVER CONNECTION WITH ITW 1/4" STAINLESS ZEPHYRHILLS STEEL TEKS/5 SCREWS AT 12" O.C. EACH LEG. PROVIDE 3M VINYL TAPE 472 FOR DISSIMILAR ZEPHYRHILLS GENERATOR ADDITION METAL SEPARATION WHERE REQUIRED. I I NEW LOUVER SYSTEM NEW CONT 3/8" x 11" LG PLATE I I n NEW HSS6x4 NEW HSS6x6 POST BEYOND SINGLE PL i CONT ALUMINUM ANGLE 1-3/4"x1-3/4"x1/4" AT CONNECTION BEYOND LOUVER CONNECTION WITH ITW 1/4" STAINLESS AT POST WITH (1)1/2 Hunton STEEL TEKS/5 SCREWS AT 12 O.C, EACH LEG. DIA THRU BOLT PROVIDE 3M VINYL TAPE 472 FOR DISSIMILAR METAL SEPARATION WHERE REQUIRED. A R C H I T E C T>> NEW LOUVER SYSTEM NEW CONT 3/8" x 12" LG PLATE I DATE SUBMISSION NO 9 T.O. CONC (LVL 2) 12.17.21 CONSTRUCTION DOCUMENTS S603 d- ELEV =SEE ELEVS 03 22.22 CCD No. 1 ) CONCRETE WALL a, S301 3/4" = 1'-0" OUVER WALL ELEVATIONS PROJ. NO. H-20232.00 SHEET DRAWN VMM S301 ■ - ■ ■ u, ■ 4, ■ _ ■ 7 ■ 8 ■. C, 2 ■ Y � - ■ t� ■ tra - ■ ■ -i.. - ■ ,( ■ ?�,s` Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 407 839-0886 407 839-1709/Fax www.huntonbrady.com License AAC001744 P 9 ( ) ( ) Y ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 3 ■ 16 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 ELEVATION ALONG LINE "PP" 1 /4" = 1'-0" (Qq PP (MM) y56- 2 3/8" 1 � 34' - 8" 21' - 6 3/8" ELEVATION ALONG LINE 111.5G11 1 /4" = 1'-0" 1/4" = 1'-01 1 CMU WALL BEYOND 4 S302 1ST LEVEL_ _ � 112'-0" � T.O. FTG. 109'-0"� J T.O. FTG. (QQ McELroyEngineering-, STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mceiroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 `0%%11101/// ..•-•. �` P.•�GENS•.'Q � No. 44741 o; — �� STATE OF %�E OR10.��`� ON d Hunton NUA A R C H 1 T E C I DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD No.1 1 WALL ELEVATIONS AND SECTIONS PROJ. NO. H-20232.00 SHEET DRAWN. VMM S302 1 ■ 2 ■ 3 ■ 4 ■ ■ 6 ■ 7 ■ 8 ■ u ■ ?u ■ '.` ■ '. ■ 13 ■ ■ ■ 1g ■ 17 ■ 18 ■ ■ u Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 : . 1 ■ Z ■ 3 ■ 4 ■ 5 ■ ■ 7 ■ 8 ■ 9 ■ 1.0 ■ 31 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ R ■ P ■ ■ K ■ ■ - 1.5E 1.5H 45'-4" i 22W 3/4" 22'-8 1/4" i - DOUBLE L4x4x3/8"x12" LG. AT TOP OF — — — — POST WITH (2) 3/4" HILTI HIT-HY 200 i EPDXY WITH 5 5/8" EMBEDMENT INTO Ill CONCRETE TIE BEAM (TYPICAL AT TOP ....,.. _ r F HSS POST AT JAMB) ) . . `#a' awn t e .•� . �, - E,,3,. +� ,. ..�`��.^4 ,� :.,: } �i. .,. K _�..,.: x w.:s. °'. . r,♦..'.-. ui.. - r _ .. ,a .._,< �':.�: ��y r- � . ,1-�'.. 3 .„ • ',"s. ... -.x ,-,M ... s ..,.. ,¢.. '1' . 4Y_., ,., ..z, ,J¢ 9. ,: _rt.. �'.-. �.. ._ E.n m�• .a. ,. , "4.x.. ,- .. v, .u.. ,, r+ ,. :{rrff .... , e. � ..,. .,1". .r ,... _-. >. ,>~ F..� ... `£.... .. , ., .., __ ,:,� 3a zaa. , vsi. .._ , a a.• Y 3 . _.,.:9 ^s, s ,. a..:, 'u a., ,,... C u.<„ .x.z . r �..... ... •*..; .,,H,:. .. , ... ..",.:. r !'1.., "`ts '.a_ _ ti ..$ i'£ ''�v :.rW..._ .�i i .:.`S". .c-. ., ••. �v,Y". r..cv,. .. ,, .. ,' ,a �.� ,. - ,.. .".P , k• n. n.., -.,. ,. .. ..,.., .. r'"a , , ...a.:#'k.. .,. L : .i'. - <t"�Yd.. N$ :..>. .. ''\.. _ .. .. , is „'d".. H e :. „. Cw•" _ ... � �. ,.. �. �:... �., ., �^�n' >:: ..-,e, .,.e x.. ..'. 'Y+,: „r a ..r r.. > i• .. , :,. .d, -c. ,-,' -._ '..- .. ��r. : .. .,,a � .. ,.r ,.1.,,. r>.i.. k^. ..3._, , *s - •,..� ,� ... ...., ,. a ..��'-r"�,' . h h. z-z, ,...a. ,7�, , .,. �. , , s f >, .0 ?:F.,.,.. �� . �,;... .aF� ....._..� i.� , �.v '�.' �. _..�i.?Ys'...-.a�,.� t .,�,. .z �'°:,,., ..,,,-�._.. r ....a:...y...�,..:<.� a... :.y...,...MT ,q.:, 7: , ..,:,na? . „ d.�.vt..,,s'3 ,>�, a xs .�� .�,:.�' *k , �,...t€;1,. i,r: (•r..:� ,�::�. .,* ,. S:.d d s..:,::,.�-..5x � s. ,. -h ><�? 2',:,� ` - - -- I BEAM ( -BEA W-BEAM - E N - E • 6X4 5/16 I I I( 1_6 4 5 16 1 1 1_6X X5/1 co c0 (D c° c0 / X X \ / X X \ / X L4x4x3/8"x12" LG. WITH (2) 3/4" HILTI C° (° \ / HIT-HY 270 EPDXY WITH 5 5/8" CD \ / m EMBEDMENT INTO CMU WALL \ / U) I \ / \ / (TYPICAL AT HSS POST AT JAMB HS 4 5l16 z _ HS*X4 5/16 m AT 32" O.C.) OPEN 6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS ANCHORS WITH 4" EMBEDMENT. WELD HSS POST TO BASE PLATE ALL AROUND WITH 1/4" WELD. 34'-8" 10" CONCRETE RETAINING WALL GENERATOR LEVE 118' - 11" 10" CONCRETE RETAINING WALL �n WALL ELEVATION 1/4" = 1'-0" DOUBLE L4x4x3/8"x12" LG. AT TOP OF POST WITH (2) 3/4" HILTI HIT-HY 200 EPDXY WITH 5 5/8" EMBEDMENT INTO CONCRETE TIE BEAM (TYPICAL AT TOP OF HSS PO"T AT AMB � J ) L4x4x3/8"x12" LG. WITH (2) 3/4" HILTI HIT-HY 270 EPDXY WITH 5 5/8" EMBEDMENT INTO CMU WALL (TYPICAL AT HSS POST AT JAMB AT 32" O.C.) ,TOP OF CONCRETE ELEV. = 127'-4" 6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS ANCHORS WITH 4" EMBEDMENT. WELD HSS POST TO BASE PLATE ALL AROUND WITH 1/4" WELD. (TYPICAL) GENERATOR LEVEL 118' - 11" 10" CONCRETE RETAINING WALL HcOro Eng STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mceiroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 t f -- * • No. 44741 — %� '•. STATE OF �0R4U�'• �Ile N .� /Ilrf� t A tl AdventHealth ZEPHYRHILLS GENERATOR ADDITION u nton Bra ARCHITE -CT DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD No.1 1=' WALL ELEVATIONS PROJ. NO. H-20232.00 SHEET DRAWN Author S303 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 SAFE LOAD TABLES FOR GRAVITY, UPLIFT AND LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 AST- �rTRTE GRAVITY TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-OB 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8F8-1 B' 8F12-1 B ' $F16-1 B 8F20-1 B $F24-1 B $F28,1 B 8f32-1 B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 - 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693` 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5366 7547 (36) 7342 (19) 8733 (19) 1012709) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 4451 2622 4360 7168 (45) 6036 (19) 7181 (1s) 8328 (2o) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394(37) 8825 (14) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 ' ' 2661 3898 5681 8467(,4) 6472 (1s) 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 (37) 6390 (47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 (3a) 4754 (a5) 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 AST- RETE`z 4 UPLIFT LATERAL TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T $U$ $F$ REINF. CMU** 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24 2T 8F28-2,T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1293 1642 2135 1972 3173 4460 5747 ' 7034 8321 9608 3'-6° (42°) PRECAST 1569 2524 3547 4569 5591 6613 7636 1025 1024 1830 1569 2524 3547 4569 5591 6613 7636-` 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 765 763 1365 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 42-92 5077 5861 592 591 1057 1207 1940° 2724 3508 4292 5077 5861 514" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 411 411 734 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 340 339 607 sos 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835(12) 1340 1880 2419 2959 3498 4038 507 721 483 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 (23) 1021 1634 (12) 2102 (11) 2571 (1o) 3039 (1o) 3508 (9) 424 534 357 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133 (15) 1471 (15) 1811 (15) 2152 (16) 2494 (15) 326 512 227 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 (15) 1185 (15) 1458 (15) 1732 (15) 2007 (15) 284 401 178 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 (15) 1034 (15) 1272 (15) 1510 (15) 1749 (15) 260 452 152 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (14) 936 (14) 1151 (15) 1366 (16) 1582 (1s) 217 402 135 470 543 928 1349 1649 1 1948 2247 MATERIALS: SAFE LOAD TABLE NOTES: 1. 8" PRECAST LINTELS fc = 3500 PSI. 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 2. 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS MUST BE REDUCED BY 20% IF BEARING LINTELS fc = 6000 PSI LENGTH IS LESS THAN 6-1/2". 3. 4" PRECAST LINTELS fc = 3000 PSI 2. N.R. = NOT RATED. 4. GROUT PER ASTM C476 fg = 3000 PSI WITH 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE STRENGTH = 1900 PSI OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE 6. REBAR PER ASTM A615 GRADE 60 PRECAST LINTEL. SEE REINFORCED CMU. 7. PRESTRESSING STRAND PER ASTM A416 6. (1) #7 REBAR MAY BE SUBSTITUTED FOR (2) #5 GRADE 270 LOW RELAXATION REBARS IN 8" LINTELS ONLY. 8. 7/32" WIRE PER ASTM A510 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 9. MORTAR PER ASTM C270 TYPE M OR S CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF GENERAL NOTES: SUPPORT. 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 2. SHORE FILLED LINTELS AS REQUIRED 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD 3. INSTALLATION OF LINTEL MUST COMPLY WITH FROM THE NEXT LONGEST LENGTH SHOWN. ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2" LG FOOT (PLF). NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER 12. THE NUMBER IN THE PARENTHESIS INDICATES THE WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED PERCENT REDUCTION FOR GRADE 40 FIELD ADDED U180. REBAR. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT EXAMPLE: THE BOTTOM OF LINTEL CAVITY. T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 11R1 INITH 1R0/ PPr)I Ir-TIONI => RA791 RR1 = RRM PI F (X) = SEE SAFE LOAD TABLE NOTE #12 (X) = SEE SAFE LOAD TABLE NOTE #12 ** = SEE SAFE LOAD TABLE NOTE #5 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE 7 5/8" ACTUAL 8" MASONRY MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN • 7 5/8" ACTUAL #5 VERT WALL REINF ANALYSIS PER ACI 318 AND ACI 530 " • - - " 8-8UL 8-8SL 8" MASONRY AT 48" O.C. U.N.O. 8-12SL 8-16SL 8-20SL 8-24SL 10. PRODUCT APPROVALS: MIAMI-DADE COUNTY 7 5/8" ACTUAL FLORIDA NOS. 08-0320.09 AND 06-0222.01. FLORIDA #5 VERT WALL REINF CERTIFICATE OF PRODUCT APPROVAL NO. FL158. PC LINTEL TYPES AT4$8" MASONRY O.C. U.N.O._-N 14 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN (1) #5 CONT MID EXTERIOR CONCRETE MASONRY WALLS SHALL ~ HAVE A COATING OF STUCCO APPLIED IN q. GROUTED SOLID I- GROUTED SOLID C0 GROUTED SOLID ACCORDANCE WITH ASTM C-926 OR OTHER F = FILLED WITH GROUT QTY OF #6 REBAR U -UNFILLED AT BOTTOM OF m m N ' _ APPROVED COATING. LINTEL CAVITY `U o N U °� N ° U_ 04 U 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL 00 N N N (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) 8F16-1 B/1 T00 LOADS SHOULD BE CHECKED FOR THE COMBINED (1) #5 CONT (1) #5 CONT (1) #5 CONT LOADING WITH THE FOLLOWING EQUATION: U-SHAPED PRECAST U-SHAPED PRECAST U-SHAPED PRECAST APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 NOMINAL WIDTH QTY OF #6 REBAR SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD AT TOP CONC. LINTEL. SEE LOAD CONC. LINTEL. SEE LOAD CONC. LINTEL. SEE LOAD NOMINAL HEIGHT TYPE: L1 TABLE THIS SHEET TYPE: L2 TABLE THIS SHEET TYPE: L3 TABLE THIS SHEET 8F16-1 B 8F16-1 B/1T 8F24-1 WIT #6 REBAR AT TOP CLEAR OPENING < 4'-0" (U.N.O.) CLEAR OPENING < 6'-8" (U.N.O.) CLEAR OPENING < 11%4" (U.N.O.) MIN (1) REQ'D NOTE: NOTE: NOTE: 1- SHORE PRECAST LINTEL PER SHORE PRECAST LINTEL PER SHORE PRECAST LINTEL PER J --- - GROUT MANUFACTURER MANUFACTURER MANUFACTURER Ei U RECOMMENDATIONS RECOMMENDATIONS RECOMMENDATIONS Q ¢ C.M.U. _ z #6 REBAR AT BOTTOM OF LINTEL LO ' ° CAVITY z TYPICAL PRECAST CONCRETE LINTEL SCHEDULE � CO BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 7-5/8" ACTUAL 8" NOMINAL WIDTH LINTEL DESIGNATION TENSION DEVELOPMENT LENGTHS AND LAP SPLICE LENGTHS FOR UNCOATED BARS (ACI 318, INCH -POUND VALUES) LENGTH (IN) PER CONCRETE STRENGTH (P.S.I.) 3000 PSI 4000 PSI 5000 PSI 6000 PSI 7000 PSI 8000 PSI AND 9000 PS BAR LAP SIZE CLASS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 #3 A 22 32 17 25 19 28 15 22 17 25 13 19 15 23 12 18 14 21 12 16 13 20 12 15 B 28 42 22 32 24 36 19 28 22 33 17 25 20 30 15 23 18 28 14 21 17 26 13 20 #4 A 29 43 22 33 25 37 19 29 22 33 17 26 20 31 16 24 19 28 15 22 18 26 14 20 B 37 56 29 43 32 48 25 37 29 43 22 33 26 40 20 31 25 37 19 28 23 34 18 26 #5 A 36 54 28 41 31 47 24 36 28 42 22 32 25 38 20 29 24 35 18 27 22 33 17 25 B 47 70 36 54 40 60 31 47 36 54 28 42 33 49 25 38 31 46 24 35 29 43 22 33 #6 A 43 64 33 50 37 56 29 43 33 50 26 38 31 46 24 35 28 42 22 33 26 40 20 30 B 56 84 43 64 48 72 37 56 43 65 33 50 40 59 31 46 37 55 28 42 34 51 26 40 #7 A 63 94 48 72 54 81 42 63 49 73 37 56 44 66 34 51 41 61 32 47 38 58 30 44 B 81 122 63 94 70 106 54 81 63 94 49 73 58 86 44 66 53 80 41 61 50 75 38 58 #8 A 72 107 55 82 62 93 48 71 55 63 43 64 51 76 39 58 47 70 36 54 44 66 34 51 B 93 139 72 107 80 121 62 93 72 108 55 83 66 98 51 76 61 91 47 70 57 85 44 66 #9 A 81 121 62 93 70 105 54 81 63 94 48 72 57 85 44 66 53 79 41 61 49 74 38 57 B 105 157 81 121 91 136 70 105 81 122 63 94 74 111 57 85 69 103 53 79 64 96 49 74 #10 A 91 136 70 105 79 118 61 91 70 105 54 81 64 96 49 74 59 89 46 69 56 83 43 64 B 118 177 91 136 102 153 79 118 91 137 70 105 83 125 64 96 77 116 59 89 72 108 56 83 #11 A 101 151 76 116 87 131 67 101 76 117 60 90 71 107 55 82 66 99 51 76 62 93 48 71 B 131 196 101 151 113 170 87 131 101 152 78 117 93 139 71 107 86 128 66 99 80 120 62 93 #14 N/A 121 161 93 139 105 157 81 121 94 140 72 108 86 128 68 99 79 119 61 91 74 111 57 85 #18 N/A 161 241 124-T 186 139 209 107 161 125 187 96 144 114 171 88 131 106 158 81 122 99 148 76 1 114 NOTES: 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONCRETE LENGTHS ARE IN INCHES. 2. TENSION DEVELOPMENT LENGTHS AND LAP SPLICE LENGTHS ARE CALCULATED PER ACI 318-05, SECTION 12.2.2 AND 12.15, RESPECTIVELY. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM CODE REQUIREMENTS. 3. CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER AND THE CENTER -TO -CENTER SPACING OF THE BARS, ARE DEFINED AS: BEAMS AND COLUMNS: A) CASE 1: COVER AT LEAST 1.0 (db) AND C-C SPACING AT LEAST 2.0 (db) B) CASE 2: COVER LESS THAN 1.0 (db) OR C-C SPACING LESS THAN 2.0 (db) ALL OTHERS: A) CASE 1: COVER AT LEAST 1.0 (db) AND C-C SPACING AT LEAST 3.0 (db) B) CASE 2: COVER AT LEAST 1.0 (db) OR C-C SPACING LESS THAN 3.0 (db) 4. LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS: CLASS A = 1.0 (Id) AND CLASS B = 1.3 (Id) (ACI 318-05, SECTION 12.15.1). 5. ACI 318-05 DOES NOT ALLOW TENSION LAP SPLICES OF #14 OR #18 BARS. THE TABULATED VALUES FOR THOSE BAR SIZES ARE THE TENSION DEVELOPMENT LENGTHS. 6. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 IN. OF CONCRETE CAST BELOW BARS. 7. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3. CONCRETE BEAM SCHEDULE REINFORCING MARK SIZE STIRRUPS REMARKS TOP MIDDLE BOTTOM CB1 8" x 24" (2) #5 (2) #5 (1) E.F. AT MID DEPTH (2) #5 #3 AT 12" O.C. CB2 8" x 32" (2) #5 (2) E.F. (EQ#SPACED (2) #5 #3 AT 12" O.C. TENSION DEVELOPMENT LENGTHS OF STANDARD HOOKS FOR UNCOATED BARS (ACI 318 AND AASHTO, INCH -POUND VALUES) LENGTH (IN) PER CONCRETE STRENGTH (P.S.I.) BAR 3000 PSI 3500 PSI 4000 PSI 5000 PSI 6000 PSI 7000 PSI 8000 PSI & SIZE 9000 PSI #3 10 9 9 8 7 7 6 #4 13 12 12 10 10 9 8 #5 17 16 15 13 12 11 10 #6 20 19 17 16 14 13 12 #7 23 22 20 18 17 15 14 #8 27 25 23 21 19 18 16 #9 30 28 26 23 21 20 18 #10 34 31 29 26 24 22 21 #11 37 35 32 29 27 25 23 #14 45 42 39 35 32 29 28 #18 60 55 52 46 45 39 37 NOTES: 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONCRETE LENGTHS ARE IN INCHES. 2. TENSION DEVELOPMENT LENGTHS OF STANDARD HOOKS ARE CALCULATED PER ACI 318-05, SECTION 12.5 AND THE AASHTO BRIDGE SPECIFICATIONS FOR HIGHWAY BRIDGES (16TH EDITION 1996), ARTICLE 8.29. 3. FOR BAR SIZES #3 THROUGH #11 ONLY: A) IF CONCRETE COVER CONFORMS TO ACI 318-05, (SECTION 12.5.3) OR AASHTO (ARTICLE 8.29.3.2), THEN A MODIFICATION FACTOR OF 0.7 MAY BE APPLIED BUT THE LENGTH MUST NOT BE LESS THAN 8.0 (db) NOR 6 INCHES. B) IF HOOK IS ENCLOSED IN TIES OR STIRRUPS PER ACI 318-05 (SECTION 12.5.3) OR AASHTO (ARTICLE 8.29.3), THEN A MODIFICATION FACTOR OF 0.8 MAY BE APPLIED BUT THE LEGTH MUST NOT BE LESS THAN 8.0 (db) NOR 6 INCHES. 4. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3. McOroyEngineering. J STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AI\ID SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 Mc'E/iO' * ; No. 44741 -0 : 1k -)3- .. STATE OF '��ORt4 rONA 4. 4-1 (1 2"z__ AdventHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton • • A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD No. 1 1 SCHEDULES PROJ. NO. H-20232.00 SHEET DRAWN VMM S502 ■ 18 ■ ■ 18 ■ ; c. ■ 2 Copydght HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 19 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 8" REINF. MASONRY 1/2" BITUMINOUS BOARD ISOLATION JOINT DOWELS AT VERTICAL WALL REINFORCEMENT WITH 50 CONCRETE SLAB - SEE PLAN BAR DIA LAP SPLICE r6, T.O. SLAB GRADE -SEE CIVIL ELEV = SEE PLAN VAPOR BARRIER - SEE ARCH DRAWINGS GROUT SOLID BELOW GRADE T.O. FOOTING ELEV SEE PLAN SEE FOUNDATION PLAN AND/OR FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. TYPICAL PERIMETER SECTION 3/4" = 1'-0" 3/4" = 1'-0" ,eZijZkIE;'11Xi7ZEel =11rL CONCRETE SLAB — �— MASONRY WALL BEYOND - SEE PLAN SLOPE DOWN 1/8" CONCRETE SLAB - SEE PLAN PER FT. i T.O. SLAB ELEV = SEE PLAN ' 1 VAPOR BARRIER - SEE ARCH DRAWINGS (2) CONT. COURSES OF MASONRY GROUTED SOLID. T.O. FOOTING ELEV = SEE PLAN SEE FOUNDATION PLAN AND/OR FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. 2 TYPICAL DOORWAY SECTION s602 3/4" = 1'-0" 3/4" = 1'-0" — — — — —— — — — — — — — — — — - 71 I\ �I \ / I NOT USED I/ \I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 TYP. SECTION AT RETAINING WALL 3/4" = 1'-0" SEE SCHEDULE FOR ALTERNATING TOP TRANSVERS BARS CONCRETE SLAB (2) #4 CONT. - SEE PLAN NOTE - (1) TOP AND (1) BOTTOM CONT. #4 TOP AND BOTTOM ALONG EDGE U SUPPORT BLOCKS AT T-0" O.C. N o- o J bo V M 8� "0.67 TS" THICKENED SLAB EDGE 3/4„ = 1'-011 (2) #4 CONT. - (1) TOP AND (1) BOTTOM ALONG EDGE SEE SCHEDULE FOR ALTERNATING TOP TRANSVERS BARS U CONCRETE SLAB. CV d z - CDj1 1 _; SUPPORT BLOCKS AT T-0" O.C. cn CONT. #4 SEE SCHEDULE FOR ALTERNATING ALTERNATE: TOP TRANSVERS BARS #4x4'-6"LG AND # 4x3'-0"LG AT 18" O.C. CONCRETE SLAB -SEE PLAN NOTES %SEE FOUNDATION PLAN NOTES FOR SLAB U REINFORCEMENT CV) (4) #4 CONT. (2) TOP AND (2) BOTTOM "1.0 TS" THICKENED SLAB EDGE "1.33 TS" THICKENED SLAB EDGE 3/4" = 1 I-016 3/41' = 1'-0" NEW EMERGENCY GENERATOR (SEE MECHANICAL DWGS) MIN MIN CONTRACTOR MUST VERIFY STEP ALONG INDICATES 14" THICK CONCRETE PAD CONCRETE GENERATOR PAD. GC MUST FOR NEW EMERGENCY 2" O.C. SW COORDINATE STEP WITH EQUIPMENT. REINFORCE PAD WITH #5 AT 3/4" = 1'-0" #6 DOWEL WITH 50 BAR DIAMETER LAP SPLICE AT WALL VERTICAL REINFORCEMENT. (4) #5 CONT. GALV. REBAR - (2) E.F. AT TOP OF WALL B GROUND 1 i a_ FIN. FLOOR EL.= SEE CIVIL d I le d 10 I° �I #5 VERT. AT 8" O.C. ° I #6 VERT. AT 8" O.C. 2" CLR 1" CLR a � #5 HORIZ_ AT 12" O.C. EA. FACE (MAX) d de 1 1/2" DIA. PVC DRAINAGE PIPE AT 16-0" O.C. (MAX) U d 2'-9" T.O. SOIL g CONT. KEYWAY EL.= SEE CIVIL #5 AT 12" O.CI TRANSV. TOP ACI STD 90 r _ ` e (6) #5 CONT. TOP AND BOTTOM DEG. HOOK C° n d m e ° ° 3" CLR. iv ° a d d d° Le ° #5 HORIZ AT 12" O.C. o 3" CLR. a d ° TRANSV. BOTTOMr- r. #5 x 4'-0" LG VER AT 12" O.C. 6' 6" TYP. SECTION AT RETAINING WALL 11 3/4" = 1'-0" 12" MIN 3/4" = 1'-0" O O O N o < 7' 8' Cn WALL FOOTING - , - SEE PLAN MAX. EL. = SEE PLAN d " d T.O. FTG .ed - d e . ' WALL FOOTING REINF. -SEE SCHEDULE 12 TYPICAL BLOCK OUT AT CONCRETE WALL 1/2" = 1'-0" HcOroyEngineenng-, STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 Illoilj! . MC4�� i� ... �` P.•'G E NS •.'Q e * ; No. 44741 CC— >�0 STATE OF ; &� 6/0NAL)c- fill 1 0 - 1 I L AdventHealth ZEPHYRHILL.S ZEPHYRHILLS GENERATOR ADDITION Hunton • . A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD No. 1 1 FOUNDATION DETAILS PROJ. NO. H-20232.00 SHEET DRAWN VMM ■ 2 ■ 3 ■ 4 ■ ■ 6 ■ 7 ■ 8 ■ ■ i9 ■ 1 ■ 2 ■ 1 ■ 14 ■ ■ 16 ■ 17 ■ 18 ■ 19 ■ 9n Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 3 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 13 ■ 17 ■ 18 ■ 19 20 P ■ P ■ C ■ N ■ m ■ L ■ K ■ �S ■ H ■ G ■ F ■ E D C ■ B ■ A <a 2 FIRST FLOOR POWER & FIRE ALARM PLAN - AREA 2 1/8" =1'-0" 1 FIRST FLOOR POWER &FIRE ALARM PLAN- AREA 2 DEMO 1 /8" =1'-0" i ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 3 ■ 0 ■ 10 ■ 19 ■ 12 ■ 13 ■ 14 ■ 15 GENERAL NOTES: 1 EXISTING AREA TO BE RENOVATED IS CURRENTLY UNOCCUPIED AND NOT IN USE AS APATIENT CARE AREA. KEY NOTES 201 DISCONNECT AND REMOVE ALL ELECTRICAL EQUIPMENT IN THIS AREA. MAINTAIN CONTINUITY OF ALL CIRCUITS TO REMAIN. 1 ILL I L 5 0 M C I 1 0 216 ROVIDE CO CRETE CAP HAT EXTEN S 4' FROM ALL WITH A LEAST 2" OF OVER TO CONCEAL CONDUITS. expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA f� www.exp.com • y Project #: 21011327 � ex Cert of Auth: 29701 • SEAL ��tlllllAAAA AdventHealth Zephyrhilis GENERATOR ADDITION � Hunton i• . A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD NO.1 1 FIRST FLOOR POWER & FIRE ALARM PLANS - AREA 2 PROJ. NO. H-15027.00 SHEET DRAWN Author Eml 03 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 e, 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 3 ■ 9 ■ 10 ■ 11 IN -�.N. '..� 1. .• . I jl '� Y f �._.�'^---.� ... �� )H'1�1h�.�Ri;- 9P- � i.�..ra..r�-1y�r�,__ �� 12 ■ i3 IN 14 ■ •13 ■ 1 ■ 17 ■ 18 ■ 1 ■ 20 R ■ P ■ C ■ N ■ M ■ ■ K ■ J ■ H ■ G ■ F ■ E C ■ B ■ FIRST FLOOR LIGHTING PLAN. AREA 2 1 /8" =1'-0" GENERAL NOTES: 1 CIRCUIT ALL EXIT SIGNS TO CLOSEST UNSWITCHED EMERGENCY CIRCUIT SERVING ROOM OR SPACE THAT EXIT SIGN IS IN, UNO. SEAL exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com '9 ex Project #: 21011327 Cart of Auth: 29701 • T' AL,! F lNo 76422 y � _ STATE OF4 /Z Z OVAL /101 l W," Is AdventHealth Zephyrhilis GENERATOR ADDITION Hunton us A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD NO.1 1 FIRST FLOOR LIGHTING PLAN - AREA 2 PROJ. NO. H-15027.00 SHEET DRAWN Author &202� 1 ■ 2 ■ 3 ■ 4 ■ ■ , ■ 8 ■ 9 ■ 10 ■ 1 ■ 12 ■ 13 ■ 14 ■ 15 13 7 ■ 13 ■ 19 ■ 0 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ ■ v, ■ 7 ■ 3 ■ � ■ G ■ 1� ■ �� ■ �� ■ ?� ■ z0 ■ 1 ■ 1 ■ 13 ■ 1 ■ 20 R ■ P ■ 0 ■ I ■ m ■ L ■ K ■ ■ H ■ G ■ F ■ E D ■ ■ ■ A JAIVIIAKY VIFINU 2 PLUMBING FIRST FLOOR -AREA 1 1/8" = 1'-0" GENERAL NOTES: KEY NOTES 1 EXISTING PIPING CONDITIONS ARE FROM FIELD SURVEY. ACTUAL CONDITIONS 101 PIPING LOCATED UNDERGROUND MAY VARY FROM WHAT IS SHOWN. CONTRACTOR TO FIELD VERIFY EXACT PIPE 102 PIPING LOCATED IN CEILING ROUTING AND CONNECTION POINTS. IF CONDITIONS VARY FROM WHAT IS SHOWN 103 EXISTING PIPING SERVING FIXTURES ABOVE IS TO REMAIN AS IS PLEASE INFORM FOR FOR ANY NECESSARY ADJUSTMENTS TO THE PLANS. .. / : LL L._ .... _ ... ...... J VICHIrICURF11 w _ EXISTING WASTE AND SUPPLY PIPING SERVING Zephyrhills o FIXTURES ON THE LEVEL ABOVE IS TO BE REROUTED N AVOID ROUTING ABOVE NEW ELECTRICAL - GENERATOR ADDITION EQUIPMENT. DEMOLISH PIPING ABOVE NEW yr ELECTRICAL EQUIPMENT AND REROUTE TO BE CLEAR ............... ___ ..._. _ __... OF ANY EQUIPMENT. THE CONTRACTOR SHALL ifi a REPAIR ANY DAMAGED ITEMS ASSOCIATED WITH THE PLUMBING FIRST FLOOR -AREA 1 DEMO 1 /8" =1'-0" PLUMBING FIRST FLOOR PLAN - AREA 1 PROJ. NO. H-15027.00 SHEET DRAWN Author Pml 02 ■ 2 ■ 3 ■ 4 ■ 0 ■ 6 ■ 7 ■ 3 ■ ca ■ 10 ■ 11 ■ 12 ■ 3 ■ 4 15 ■ 16 ■ 17 ■ 13 19 ■ 2 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 >R ■ P ■ C ■ 1. ■ m ■ L ■ + K ■ i ■ I H ■ G ■ F ■ E ■ C ■ C ■ B ■ C A .E 2 2 . C_ 2 I 15 C E i. e n n. o:.: E i. E E. i. r n.I I IE..I 9 I I IIV I` �� ", �°, i I 1 ■ 2 ■ s ■ 4 ■ 5 ■ 6 ■ ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 10 ■ 14 ■ 10 ■ 16 ■ €7 ■ 18 ■ 19 ■ 20 GENERAL NOTES DEMO: GENERAL NOTES DEMO: KEY NOTES DEMO 1 THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A 5 REFER TO FACILITIES INFECTION CONTROL AND RISK ASSESSMENT FOR 001 REMOVE EXISTING MECHANICAL EQUIPMENT, ASSOCIATED DUCTWORK, DIFFUSERS, POWER GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT ADDITIONAL REQUIREMENTS. AND CONTROLS. AREA. EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC. LOCATED ON 6 CAP SUPPLY AND RETURN AIR DUCTS TO CONSTRUCTION ZONE TO PREVENT 002 PROPOSED LOCATION OF PHASED TEMPORARY CONSTRUCTION BARRIERS OR EXISTING DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD RETURN FROM THE CONSTRUCTION ZONE. MINIMIZE SUPPLY AIR PROVIDED TO WALLS TO ISOLATE RENOVATION WORK FROM CONSTRUCTION ZONES. FIRE RATED AS PER OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT CONSTRUCTION ZONE. ARCHITECTURAL DEMOLITION PLAN. EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND 7 ALL WORK SHALL BE SCHEDULED AND COORDINATED JOINTLY WITH ADVENT 003 PROPOSED LOCATION OF TEMPORARY NEGATIVE AIR MACHINE WITH HEPA FILTRATION TO LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK HEALTH ZEPHYRHILLS. A DETAILED JOB TIMELINE SHALL BE ESTABLISHED AND MAINTAIN NEGATIVE PRESSURE AT CONSTRUCTION ZONE. FAN CRITERIA: TEMPORAY SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND SUBMITTED FOR REVIEW AND APPROVAL. NEGATIVE AIR EXHAUST MACHINE WITH MERV 17 HEPA FILTERS AND CARBON FILTERS IF ENGINEER PRIOR TO BEGINNING DEMOLITION. 8 REFER TO ARCHITECTURAL FOR ADDITIONAL DEMOLITION REQUIREMENTS. REQUIRED BY ICRA. UNIT SHALL BE EQUAL TO HEPA-AIR PAS1200HC (VARIABLE SPEED -150 2 ALL MECHANICAL SYSTEMS SERVING OTHER SPACES OF FLOORS THAT RUN 9 COORDINATE PHASING AND PRESSURE CONTAINMENT REQUIREMENTS WITH CFM TO 1000 CFM). PROVIDE ADDITIONAL FANS AS REQUIRED TO MAINTAIN ADEQUATE THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION SO ARCHITECT'S PHASING PLAN(S), SPECIFICATIONS, AND PRESSURE CONTAINMENT NEGATIVE PRESSURE. PROVIDE TEMPORARY EXHAUST CONNECTION TO DISCHARGE AIR AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES. DETAIL. FROM HEPA UNIT TO BUILDING EXHAUST OR OUTSIDE AS SHOWN PER FACILITY ICRA. 3 CONTRACTOR SHALL PROVIDE MECHANICAL WORK FOR PHASING AS REQUIRED 10 WORK IN CORRIDORS AND EXISTING SPACES WILL REQUIRE COMPLETION AFTER 004 PROPOSED LOCATION OF ROOM PRESSURE MONITOR PER FACILITY ICRA, TYPICAL FOR EACH OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN, HOURS, UNLESS NOTED OTHERWISE. UTILIZE PORTABLE CONSTRUCTION ROOM. TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK CONFINEMENT UNITS PER FACILITY'S ICRA. 005 PROVIDE PRE -DEMOLITION SUPPLY / RETURN / EXHAUST AIRFLOW READINGS AT THESE AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. BRANCH DUCT OR AIR DISTRIBUTION DEVICE LOCATIONS. UPON NEW CONSTRUCTION 4 PER FACILITIES ICRA, CONTRACTOR SHALL PROVIDE TEMPORARY HEPA FILTERED 11 PRIOR TO DEMOLITION WORK FOR EACH PHASE PROVIDE TEST AND BALANCE COMPLETION, TAB CONTRACTOR SHALL BALANCE TO PRE -DEMOLITION VALUES. NEGATIVE AIR MACHINE POWERED FROM CRITICAL POWER TO EXHAUST READINGS OF EXISTING SYSTEMS INDICATED TO BE PART OF RENOVATION. CONSTRUCTION ZONE TO THE OUTSIDE. PROVIDE ADDITIONAL EXHAUST FANS AS SUBMIT REPORT FOR ENGINEER'S REVIEW. REPORT TO INCLUDE TEST DATA FOR REQUIRED TO MAINTAIN ADEQUATE NEGATIVE PRESSURE INSIDE RENOVATION REACH SYSTEM INCLUDING TEST DATA FOR PART OF THE SYSTEM BOTH WITHIN SPACES. FAN SHALL OPERATE DURING RENOVATION WORK TO PROVIDE A AREA BEING RENOVATED AND OUTSIDE RENOVATED AREAS AND ASSOCIATED NEGATIVE PRESSURE IN THE CONSTRUCTION ZONES WITH RESPECT TO THE FANS AND AIR HANDLERS TO DOCUMENT EXISTING CONDITIONS, VENTILATION OCCUPIED ADJACENT SPACES DURING RENOVATION. FAN SHALL OPERATE RATES AND POSSIBLE SYSTEM MODIFICATIONS TO MEET NEW DESIGN CONTINUOUSLY DURING THE CONSTRUCTION PERIOD UNTIL CONSTRUCTION REQUIREMENTS. PROCEDURES WHICH GENERATE DUST AND FUMES ARE COMPLETED, WALLS 12 REMOVE EXISTING HVAC ASSOCIATED EQUIPMENT INCLUDING ELECTRIC DUCT PAINTED AND FLOOR INSTALLED. ADJUST EXHAUST AIR FLOW RATE TO MAINTAIN HEATERS AND ASSOCIATED POWER, PIPING AND CONTROLS IN AREAS INDICATED THE CONSTRUCTION ZONE AT AN ADEQUATE NEGATIVE PRESSURE TO CONTAIN FOR RENOVATION UNLESS INDICATED OTHERWISE. ALL CONSTRUCTION DUST AND FUMES. COORDINATE EXHAUST AIR FLOW RATE WITH THE TEMPORARY PARTITION FOR DEMOLITION WORK; NOTE THAT TIGHTER TEMPORARY PARTITION CONSTRUCTION REDUCES THE REQUIRED EXHAUST AIR FLOW AND ASSOCIATED MAKE-UP AIR REQUIREMENTS. PROVIDE CONDITIONED MAKE-UP AIR TO ADJACENT OCCUPIED SPACES FOR CONSTRUCTION EXHAUST MAKE-UP AIR, BUILDING AIR AND/OR TEMPORARY AIR TO MAINTAIN PRESSURE REQUIREMENTS. 14" DIA. GENERATOR EXHAUST. CONNECT TO FLEXIBLE CONNECTOR AND MUFFLER PROVIDED WITH GENERATOR AND ROUTE EXHAUST PIPE THROUGH WALL. (TYP. 3) - i :1G �� 1 , t k..E� GENERATOR EXHAUST LOUVER. ` REFER TO ARCHITECTURAL. GENERATOR INTAKE LOUVERS. REFER TO MINIMUM FREE AREA OF 55 ARCHITECTURAL. MINIMUM TOTAL FREE AREA SQUARE FEET. (TYP. 3) OF 180 SQUARE FEET. PROVIDE FULL SIZE __ __ - __ - _.. PLENUM CONNECTION WITH MOTOR OPERATED DAMPERS EQUAL TO GREENHECK WD200. MUFFLER (FUTURE) MUFFLER �:M)'J P P POLISHING ASSEMBLY ... ... __ . _ 11...111�I.II1RI,.1s .E.�.;,I.N.C. .1.-..1111, .M , IM.?,1=I,1iA.. .1:.:I0..1 !1,I,z _ I . ..�I - �_Iii1� _t.. �,.I-I"I-Lff,1--'�_:"-1_I �1.11,I�'"1Ln 11,,1- ,L--,1,,'�-, �L 'I,1.:I1�.1I, -1',,�,� , �_A1,I T_1�,.— ,.,I +"4:F-__m�Z—IR---I-&�0_—�—_E1,-._1_-' ,4."_,-I,i,l.S�t&Mil""r"l�,I,1-. ,,- /I ,_'_...:'"4:,_/'1- 11_L I_11�. I1LI.IILLLLIII�I� I.111..�, �,-__�l_.l_..__.I..1,. ::t1 .�,�,.III�. ..I,._ ., . -., I -. -_.,- IL �— -I.�. .,�.-�1II ..�;I11�' �1�L��0;�_,�1k _1- 1B11-1-_m0%_ _,,FI '.1 "��I— �tkk1mI -",�,"�� 11��:��_ 1lI Z t"1-.1 �� ,1�;V �W, ',�'�"m_QV,ll- I/.' 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F--.1, z11 '..1 -..�1..,'1..1.. -, GENERATOR (FUTURE) GENERATOR � GENERATOR. P1 P2 WITH PUMP (TYP. 2) _ _ _ 7I 1�1n1,,. .''1"�l1/ >�r,,K."U'1',1,lLlI;I I �l,1',I LL1--".II'l-1, L-7LII-III �.I.L .�I....�I.-.I .L.LI � ..�.ILL_L 1I_ /. I -_,1-1- mzN—L �,1l" 1�1 . 1 I 1I '1lI Ll1I- " '�I .I .l1,.31L..-.,1.1 0 M "' STS STS ABOVE GROUND TANK (TYP. 2) ON CONCRETE PAD WITH HURRICANE SCREEN I WALLS. REFER TO ARCHITECTURAL AND PROVIDE 14 GAUGE SHEET METAL ENCLOSURE I { d . FROM RADIATOR TO WALL LOUVER. SLOPE I �' STRUCTURAL DRAWINGS. 'I r, -- BOTTOM OF ENCLOSURE TO EXTERIOR. (TYP. 3) I aA �'I : 3i i i r> a rF FOT EXHAUST WIRE MESH ° EFw _° 1<: SCREEN UP TO EXHAUST ,1 �b t,, - , � . 99 1 FAN ON ROOF ":- „a - ; M 1 1" FOS . g tr C LADDER REFER TO UNDERGROUND , - a, I Q-1 114" FOR PLAN FOR CONTINUATION I E', i E I e e , r< w �. 1" F 14" F OF OS AND 1-1 OR 1I `" PIPING TO BOILERS. I FOS I FOS I ` �'._ 1-1-1L -1—I /\_\/"_I'�ll.-��.1 %_,, II . _,. .I I \ ,...�II .�1I.1 "�1.I�— I1� t1, I�.-,."I.. ./ . ._I- ,,`-I�- lV� �211. �r.�,.1-'.-r1._1�:,11�II1"1,"1',41=�1l;"1," w� ___v,��t�� .mJ-i�,7L..?�� ,0� Ift---.w-a"a"1"I- t ay, ^.w I FOR FOR ° =1 - i ! PROVIDE 25 FEET MINIMUM �l UH I` - FROM FUEL OIL VENTS AND 19 - - z k _, , FOS )I 1 E I � FOT EXISTING OA INTAKE FOR pT _ DT ) �) E ER EXISTING HVAC EQUIPMENT, DUCTWORK, PIPING, CONTROLS, AND . �1 ( DT 4- APPURTENANCES CONTAINED WITHIN SHADED SPACE (EXCEPT CHILLED G2 G3 „ ° FILL PORT AND HOT WATER PIPING SHOWN) TO BE DEMOLISHED. THE CONTRACTOR (FUTURE) ....._.._ _ Ij [ �, 1 FTS FTS _ (SHED SHALL REPAIR ANY DAMAGED ITEMS ASSOCIATED WITH DEMOL 1 , _ -1 I �\ z �F �-1 1!4" FOR WORK PERFORMED, SEAL ANY REMAINING PENETRATIONS OR I I "-== _l;' -- " -- -= =m --- -- DUCTWORKIPIPINGOPENINGS TO MATCH EXISTING CONDITIONS, AND ,... , i "..d' e. ? t a r ......'.. : �J a��,�,,.a.m °,ffi^.,.�t�� (.�w.otm^_�. P P DUPLEX SUPPLY FUEL OIL OTHERWISE PREPARE REGION WITHIN THE SHADED SPACE FOR ..._e_. E YSTEMS COORDINATE NEW WORK WITH G1A G1B PUMP ASSEMBLY (TYP. 2) 0 OF 0 DISCIPLIN E __. W RK THER CONSTRUCTION OF NEW HVAC S 1 1!4"HWR I� ES , . _ 1 14 FOR _ __ _- ``. m _. . / 0 :: SUMP _ _ _ 1 114 HWS 1 FO5° , ; �� I IlI1...,. 1.I,".,,I I1, .1 1" FOS P P FCU AHU _- DAY TANK ON CONCRETE 4 *INTAKE 10x10 OUTSIDE AIR DUCT UP TO B1A B1B , PAD WITH DUPLEX RETURN REFER TO FUEL OIL FLOW 24x10 SUPPLY HOOD IH 1 ON ROOF '- ;'� 1P . PUMPS (TYP. ALL) DIAGRAMS FOR ADDITIONAL REGISTER REFER TO FUEL 01L FLOW DIAGRAMS REQUIREMENTS. OA FOR ADDITIONA.t REQUIREMENTS AND CE OA <X> pm_ . _ i A..; _ ��ANCE 3/4" CD' ,. CONNECTIONS ES " ,- ex U.S. Services Inc. 1 CHWR l: ,..: (_ _ ._ .. I A_ *N*n % tOI 1 CD PIPING LINE DOWN TO ., . > I ) (...._. _ _ I ( :._ .,: _ 1 . 1 H 111 k� _E , . _4. : MOP SINK. REFER TO 1" CHWS � c =P 1== 1 1/4" HWS 3/4" HWR : —€ t: +1.407.660.0088 f: +1.407.660.165e-I15= PLUMBING DRAWINGS. 24x12 RETURN ' 1 114" HWR 3l4" HWS ' 2601 Westhall Lane / — Maitland FL 32751 FCU-4 s >< USA •i RE ER FCU.. ..°... .� H!,.. T . __ . - - - t•• • I I - I • AHU 1'):,.,, 1P '� www.exp.com • 3 �: Project #: 21011327 s• i �i ' <X> ' j i Cert of Auth: 29701 _.. __ _. I. I. 1.,1- I1�II.I III �. .I�I I I. II t .. ..^....._ II,x 1LI f-. .- ,. �. ,.1 � .- 1. I. LI VaNt yl� -�tr—,h� _ _- _ _ _ _ _ x .w .. ...,, 3 , 3 _ , u . '� ,, :.. .. :, . ? f t. .. .. .. .. .. _ .� -.. t. _i. s� _..- _._ __.._„_.-...._._.... _. a. �. t �. ._ _.._ %- _ �__ __ .. - - ._._. a au T _..._: _.. __: _ _. _ .�._-.m.__ ._.. _..._:.__ __ _ ._..__� ___ Y. _ _�....:.. ° g@' g , x F ,,�, < s .a g , E :::..., s.,. o S >. r am.., , , q$ ,3$ b d ¢$ . y -,. { �* . . , ; ....... < T ..,, r � . 2 : ,,,E. I E .�� S F .: 1 :, i...:.... - �. ... fr e: fr.3m. R � �:v. a a I` .�Y� : �iT. &'�� 1:^...•;f �t.. , ,. : 8 8 8 E I� ' £ n wl::r s °� �`,c'�S o3- : : ': :. -. \,� � "h . t y 43.�.„`��^�y,.; C � �:r g$ `` ,4.`^t -...� �. 'I : .`\ 1 _ a k.t , x ,KZL £ s .. 13YE& a a�.-r . I z`au.`: } ' ,.Ri H j //// I( _ _.. / .g..w z s FCU-3 T - ! --- -- W.1" CD- --- RELOCATE EXISTING" '. - SUPPLY AND RETURN € I - - EXISTING SUPPLY AND ,E � II DUCTWORK THRU WALL TO I RETURN DUCTWORK - - - L' 1- 11�".... I:i - .IIII.IIII..I..I.I.I..I�I.�IIiIti I �ii1i��5;��lI�1i,I�zI!I�i1zI;�1,1�;II,I1��;L�.I�!�,�iI1�l,;;lIIiI�I'1;�illII�;��iIiIi;.I�i�i�.I.;II:L..I �.II�Jm---RR0--I��—�0:-F'n_as--N�--r—'-.__--�I�--,-1___m1w-0"__�lmA__-L0= ll 003 SEAL ' ff' S-1 —_. w� . ,. COORDINATE WITH NEW ¢ __ -' a }.. ., MAINTENANCE ROOM. - \\\IIII I!_ / rW__.. _,._.__ __..__ _. __ _ . W_._ _ ;- m r , __ __ - NY _, 11 _0 �C 0, I �'"� a IIIIII.,. E „ Q�.... -.- , 5 __ R-1 100 I E 005 :�`A- C S'',O; 3/4" CD e 200 � �" �� 12 x12 .: 1 1/4"CHWS _ ..r. 1rf 16 Y - 1 1/4" CHWR r _ *4 ,w �.u.. r -' ,a5 E ___ . _ = 70 STA # ,_ �I' EXISTING AIR TO REMAIN IN € D4A % ,c TF OF R-1 ELECTRICAL ROOM. ADD - i �. I , kFD F T. r QRI Cl _. 100 g EI FIRE DAMPERS AT NEW ' ( I I _. f�� i�k� L LNG •,`` 3 'm I I . r RATED WALL AS REQUIRED. _ DR ~ ♦ l y 5 �u, MAL ..... 1-"....'. 1'-1-, 1 I -I ..-.. -1. - I L L 11--L,,lL?-L"lL"L, ",,-, IL1... �1��.lF.._-I _�0ii—i1ii_iRi—"0 I,.F1ii,i .Ii- ",ff-1111riiomi, ' -SUPPLY AND RETURN !7lftl I I itt�N" T ' ; I I - 10 o ) _ - DUCTWORK SERVING .. ."11. 11..1111 ."... 11.1.1A1._�"I111_1_.11 ,_1.1...,. . "' OFFICE SPACES TO BE ' ` "' DEMOLISHED. ___ __.. N 1114"HWR t- - " " 1 114" HWS ,< 10 x10 w 1 112"CHWS z - S1 -, ._ _� 1 1/2" CHWR 100 1 g,, �, >.. X FD < > ... _,.. ".. X FD _: .aw 4 — _ r:_ ;' „-., R-1 w _ 100 I 0 S-1 m. _ - e I a - 100 1 l /Ig; - 100 ' € u €, � � w FD FD �l f ( 005 001 >, ( R-1 I I " " 12"x12" __..:.:. __._ 11- FCU €I 10 x10 100 W„ : .;,. 4 ,:rah �, 1 . I w £; [E m „ . (( CAP ". ,a : �A a 1 D.1► EXHA T C - ° " US ,1 _....... _ � ao EXISTING EXHAUST DUCT ; I _ ,: EXISTING EXHAUST DUCT 3l4 CD ¢,.. ,, ... _ "r DUCT„ k i . _ @ TO REMAIN TO REMAIN .,. ;; FCU 1 1l4 CHWS u, - _ DP ,. , 2 1 1!4" CHWR 1 114" CHWS I' a� _..._.� h _ ___ ,. - n 1 1/4 CHWR 8 0 ao - I �� ( S-1 - �•_ 3/4" CD = g 100 <X> FD <X> FD f m t r>- P i — �5 r { a R-1 I _ I § v S�1 �� _ unton 8 o 100 - �._ I ,� • ( 4 100 _ �' 005�',: § i a _; I.II )� .. I -1 S 1 m ARCH ITECT S FCU-2 T FCU 1 T ro.,a . 100 <X>6" C HWR " , R1 " , E <X>6 CHWR 100 r E. 6 C S " ... _... .... ./ / �....1_ _l _ _._ ._ ... ... _.. <X>6 CHWS _ ..... E { /—h <X>3 HWS <x>3" Hws <x>3 HWR DATE SUBMISSION NO <X>3" HWR _....:.:: _::.:___ :._. ., , _ .. _........_ _:.._ . _....__.__", ._ ... <:. . .::._... _.....�._ _._......._ _.._._- .-.._.. 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD NO.1 1 <X>6" CHWR <X>6" CHWS _'. - ..ry , , _. __... <X>3" HWS _ _. " .......- _..... ......... ......:_... _.... _. .......... ... .... 9 ._.. ..;... 9 x N MECHANICAL FIRST FLOOR PLAN - AREA 1 2 MECHANICAL FIRST FLOOR - AREA 1 1 MECHANICAL FIRST FLOOR - AREA 1 DEMO PROD. NO. H-15027.00 SHEET 1/8" =1E-0" 1/8" = 1'-0" DRAWN Author mml 0202 1 ■ 2 ■ 3 ■ 4 ■ 0 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13� ■ 1� ■ 15 ■ 16 ■ 17 ■ 19 ■ ?9 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515