AVANTI consulting engineers
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CODE COMPLIANCE Area Allowed: Building Area Unlimited (other than type 5 construction; sprinklered; B, F, M, or S occupancy; 60 ft yards) Actual area: Construction Type 2-b Occupancy Mixed occupancy: B office, F1 production, and S1 warehouse Travel Distance Common Path of Egress Travel B, F, S occupancies, sprinklered: 100 ft max; Exits 1-500 occupants: min 2 exits required: Total bldg area: 193,580 SF Fire Protection 1 each 10# 3A/40B/C at 4500 sf max area and 50' max travel distance (Final placement as directed by fire marshal) Occupant Load Design occupant load in determining means of egress: Plumbing Fixtures Req'd Code Project Sprinklered Yes; (NFPA-13) Code Reference: Project Information: Description WestRock ,Central Florida Commerce Center County Line Road Plant City, Hilsborough County, Florida 2020 Florida Building Code, Seventh Edition B occupancy, sprinklered: 300 ft max; Occupancy Separation Separation between B, F1, S1: no separations required/ between S1 and adjacent B, F1, or S1 tenant: no separations required 16.74 Fire Extinguishers: Automatic Sprinklers: Automatic sprinkler system (NFPA-13) provided Fire Alarm and Detection: NFPA 72 compliant centrally monitored automatic fire detection and manual fire alarm system provided Visible alarms required in public/ common areas Section 302 503, 602 906 1004 1006.2 1017 1006.3 FC906 508.4 2902 507 903 FC903 907 FC907 Accessibility Design complies with technical requirements of 2020 Florida Building Code, Accessibility 1101 104,989 sf fire area as defined by FBC (T-1006.3.1) B: Breakroom, conference rm: 1,155 sf @ 15 sf/person: 77.00 Tenant area: B: General office area: 2,512 sf @ 150 sf/person: Fixture Ratio Toilets B occ: 95/ 2 @1/25 (1st 50); 1/50>50: 1.90m 1.90w Lavs B occ: 95/ 2 @1/40 (1st 80); 1/80>80: 1.18m 1.18w Required (M/W) Provided DF B occ: 95 @1/100: 0.95 SS 1 required 1 1 (Occ load/ 2) (73 ft max actual) (126 ft max actual) B: Jan, server, storage: 255 sf @ 300 sf/person: 0.85 (339 actual: 9 exits provided) Carbon Monoxide Detection 915 Carbon monoxide detection in commercial buildings required Equipment/ placement per FBC 915 S: Warehouse: 95,858 sf @ 500 sf/person: 191.71 Total occupants: (339) 338.39 104,989 sf (192) F1 occ: 52/ 2 @1/100 F1 occ: 52/ 2 @1/100 (1st 80); 1/80>80: 0.26m 0.26w S1 occ: 192 @1/1000: 0.19 2 (high/low) 0.26m 0.26w (95) F,S occupancies, sprinklered: 250 ft max; 143 ft max actual) 2 m (+1 urinal)/ 3w 3m/ 3w F: Production: 5,209 sf @ 500 sf/person: 52.09 (52) 94.59 S1 occ: 192/ 2 @1/100 0.96m 0.96w 3.12m 3.12w S1 occ: 192/ 2 @1/100 (1st 80); 1/80>80: 0.96m 0.96w 2.40m 2.40w F1 occ: 52 @1/400: 0.13 1.27m Separation between S1and adjacent F2 or S2 tenant: 1 hour fire rating required (1 hour tenant demising wall provided) CODE COMPLIANCE Area Allowed: Building Area Unlimited (other than type 5 construction; sprinklered; B, F, M, or S occupancy; 60 ft yards) Actual area: Construction Type 2-b Occupancy Mixed occupancy: B office, F1 production, and S1 warehouse Travel Distance Common Path of Egress Travel B, F, S occupancies, sprinklered: 100 ft max; Exits 1-500 occupants: min 2 exits required: Total bldg area: 193,580 SF Fire Protection 1 each 10# 3A/40B/C at 4500 sf max area and 50' max travel distance (Final placement as directed by fire marshal) Occupant Load Design occupant load in determining means of egress: Plumbing Fixtures Req'd Code Project Sprinklered Yes; (NFPA-13) Code Reference: Project Information: Description WestRock ,Central Florida Commerce Center County Line Road Plant City, Hilsborough County, Florida 2020 Florida Building Code, Seventh Edition B occupancy, sprinklered: 300 ft max; Occupancy Separation Separation between B, F1, S1: no separations required/ between S1 and adjacent B, F1, or S1 tenant: no separations required 16.74 Fire Extinguishers: Automatic Sprinklers: Automatic sprinkler system (NFPA-13) provided Fire Alarm and Detection: NFPA 72 compliant centrally monitored automatic fire detection and manual fire alarm system provided Visible alarms required in public/ common areas Section 302 503, 602 906 1004 1006.2 1017 1006.3 FC906 508.4 2902 507 903 FC903 907 FC907 Accessibility Design complies with technical requirements of 2020 Florida Building Code, Accessibility 1101 104,989 sf fire area as defined by FBC (T-1006.3.1) B: Breakroom, conference rm: 1,155 sf @ 15 sf/person: 77.00 Tenant area: B: General office area: 2,512 sf @ 150 sf/person: Fixture Ratio Toilets B occ: 95/ 2 @1/25 (1st 50); 1/50>50: 1.90m 1.90w Lavs B occ: 95/ 2 @1/40 (1st 80); 1/80>80: 1.18m 1.18w Required (M/W) Provided DF B occ: 95 @1/100: 0.95 SS 1 required 1 1 (Occ load/ 2) (73 ft max actual) (126 ft max actual) B: Jan, server, storage: 255 sf @ 300 sf/person: 0.85 (339 actual: 9 exits provided) Carbon Monoxide Detection 915 Carbon monoxide detection in commercial buildings required Equipment/ placement per FBC 915 S: Warehouse: 95,858 sf @ 500 sf/person: 191.71 Total occupants: (339) 338.39 104,989 sf (192) F1 occ: 52/ 2 @1/100 F1 occ: 52/ 2 @1/100 (1st 80); 1/80>80: 0.26m 0.26w S1 occ: 192 @1/1000: 0.19 2 (high/low) 0.26m 0.26w (95) F,S occupancies, sprinklered: 250 ft max; 143 ft max actual) 2 m (+1 urinal)/ 3w 3m/ 3w F: Production: 5,209 sf @ 500 sf/person: 52.09 (52) 94.59 S1 occ: 192/ 2 @1/100 0.96m 0.96w 3.12m 3.12w S1 occ: 192/ 2 @1/100 (1st 80); 1/80>80: 0.96m 0.96w 2.40m 2.40w F1 occ: 52 @1/400: 0.13 1.27m Separation between S1and adjacent F2 or S2 tenant: 1 hour fire rating required (1 hour tenant demising wall provided) CODE COMPLIANCE Area Allowed: Building Area Unlimited (other than type 5 construction; sprinklered; B, F, M, or S occupancy; 60 ft yards) Actual area: Construction Type 2-b Occupancy Mixed occupancy: B office, F1 production, and S1 warehouse Travel Distance Common Path of Egress Travel B, F, S occupancies, sprinklered: 100 ft max; Exits 1-500 occupants: min 2 exits required: Total bldg area: 193,580 SF Fire Protection 1 each 10# 3A/40B/C at 4500 sf max area and 50' max travel distance (Final placement as directed by fire marshal) Occupant Load Design occupant load in determining means of egress: Plumbing Fixtures Req'd Code Project Sprinklered Yes; (NFPA-13) Code Reference: Project Information: Description WestRock ,Central Florida Commerce Center County Line Road Plant City, Hilsborough County, Florida 2020 Florida Building Code, Seventh Edition B occupancy, sprinklered: 300 ft max; Occupancy Separation Separation between B, F1, S1: no separations required/ between S1 and adjacent B, F1, or S1 tenant: no separations required 16.74 Fire Extinguishers: Automatic Sprinklers: Automatic sprinkler system (NFPA-13) provided Fire Alarm and Detection: NFPA 72 compliant centrally monitored automatic fire detection and manual fire alarm system provided Visible alarms required in public/ common areas Section 302 503, 602 906 1004 1006.2 1017 1006.3 FC906 508.4 2902 507 903 FC903 907 FC907 Accessibility Design complies with technical requirements of 2020 Florida Building Code, Accessibility 1101 104,989 sf fire area as defined by FBC (T-1006.3.1) B: Breakroom, conference rm: 1,155 sf @ 15 sf/person: 77.00 Tenant area: B: General office area: 2,512 sf @ 150 sf/person: Fixture Ratio Toilets B occ: 95/ 2 @1/25 (1st 50); 1/50>50: 1.90m 1.90w Lavs B occ: 95/ 2 @1/40 (1st 80); 1/80>80: 1.18m 1.18w Required (M/W) Provided DF B occ: 95 @1/100: 0.95 SS 1 required 1 1 (Occ load/ 2) (73 ft max actual) (126 ft max actual) B: Jan, server, storage: 255 sf @ 300 sf/person: 0.85 (339 actual: 9 exits provided) Carbon Monoxide Detection 915 Carbon monoxide detection in commercial buildings required Equipment/ placement per FBC 915 S: Warehouse: 95,858 sf @ 500 sf/person: 191.71 Total occupants: (339) 338.39 104,989 sf (192) F1 occ: 52/ 2 @1/100 F1 occ: 52/ 2 @1/100 (1st 80); 1/80>80: 0.26m 0.26w S1 occ: 192 @1/1000: 0.19 2 (high/low) 0.26m 0.26w (95) F,S occupancies, sprinklered: 250 ft max; 143 ft max actual) 2 m (+1 urinal)/ 3w 3m/ 3w F: Production: 5,209 sf @ 500 sf/person: 52.09 (52) 94.59 S1 occ: 192/ 2 @1/100 0.96m 0.96w 3.12m 3.12w S1 occ: 192/ 2 @1/100 (1st 80); 1/80>80: 0.96m 0.96w 2.40m 2.40w F1 occ: 52 @1/400: 0.13 1.27m Separation between S1and adjacent F2 or S2 tenant: 1 hour fire rating required (1 hour tenant demising wall provided) 210'-0" 210'-0" 210'-0" B001 COVER SHEET PROPOSED TENANT IMPROVEMENT FOR: WESTROCK CENTRAL FLORIDA COMMERCE CENTER BUILDING #4 1521 S. COUNTY LINE RD PLANT CITY, FL 33566 VICINITY MAP LIST OF DRAWINGS SHEET #: DESCRIPTION: B001 COVER SHEET B002 OFFICE & OVERALL LIFE SAFETY PLAN B101 OVERALL FLOOR PLAN B102 ENLARGED FLOOR PLAN & SCHEDULES B201 OVERALL & ENLARGED CEILING PLAN E001 PROJECT NOTES, LEGEND, & SPECIFICATIONS E100 LIGHTING PLAN E200 POWER PLAN-BASE E201 POWER PLAN-TENANT E202 ELECTRICAL DETAILS E300 RISER DIAGRAM E400 PANEL SCHEDULES E500 ELECTRICAL SPECIFICATIONS M100 MECHANICAL NOTES & SCHEDULES M200 MECHANICAL FLOOR PLAN & DETAILS P100 PLUMBING NOTES & SCHEDULES P101 PLUMBING SCHEDULE & RISER DIAGRAM P200 PLUMBING FLOOR PLANS P300 PLUMBING DETAILS PROJECT LOCATION GENERAL NOTES 1. ALL DESIGN AND WORK TO BE PEFORMED BY A LICENSED ENGINEER OR CONTRACTOR AND COMPLY WITH APPLICABLE CODES AND ORDINANCES. 2. ALL BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS NUMBERS OR LETTERS PER FBC 501.2. EACH CHARACTER SHALL BE NOT LESS THAN 4" IN HEIGHT AND 1/2" IN WIDTH. THEY SHALL BE INSTALLED ON A CONTRASTING BACKGROUND AND BE PLAINLY VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 3. EXIT SIGNS SHALL BE LOCATED IN ACCORDANCE WITH NFPA 101 SECTION 5-10, "MARKING OF MEANS OF EGRESS". 4. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 10 & AS DIRECTED BY THE FIRE MARSHAL. 5. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING ANY WORK AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 6. CONTRACTOR SHALL COMPLY WITH LATEST PUBLISHED OSHA REQUIREMENTS. 7. MANUFACTURED MATERIALS SHALL BE INSTALLED AS PER THEIR PUBLISHED INSTRUCTIONS. 8. CONTRACTOR SHALL GIVE ACCEPTABLE CERTIFICATES OF INSURANCE TO OWNER PRIOR TO BEGINNING ANY WORK UNDER THIS CONTRACT. 9. CONTRACTOR SHALL SECURE A CERTIFICATE OF OCCUPANCY FROM THE GOVERNING AUTHORITY AT THE COMPLETION OF THE WORK AND GIVE TO THE OWNER PRIOR TO FINAL PAYMENT. 10. A COMPLETE LIEN RELEASE AND CONTRACTOR'S AFFIDAVIT WILL BE GIVEN BY CONTRACTOR TO OWNER AT THE COMPLETION OF WORK. 11. ALL WORK SHALL BE GUARANTEED FOR 12 MONTHS AFTER THE ISSUE OF CERTIFICATE OF OCCUPANCY. 12. PROVIDE BLOCKING IN STUD WALLS BEHIND ALL WALL MOUNTED FIXTURES & ACCESSORIES. 13. USE MOISTURE RESISTANT GYPSUM BOARD BEHIND ALL WALL TILE (IF APPLICABLE). 14. PROVIDE CAULKING OR SEALANT AS REQUIRED. 15. VERIFY SIZE AND REQUIRED CLEARANCES FOR ALL EQUIPMENT, APPLIANCES, AND CASEWORK PRIOR TO INSTALLATION. ADJUST MILLWORK DIMENSIONS AS REQUIRED TO ENSURE PROPER FIT. 16. VERIFY SIZE AND REQUIRED ROUGH OPENING DIMENSIONS FOR ALL DOORS AND WINDOWS. SCALE: 1/64" = 1'-0" N OVERALL BUILDING PLAN PROJECT TEAM CONTRACTOR: RICHARD R LEFROIS CENTRAL FLORIDA DEVELOPMENT 300 EAGLES LANDING DRIVE PO BOX 148 LAKELAND, FL 33802 PHONE: 585-729-7220 EMAIL: [email protected] PROJECT DAVID M SCHONACHER JR, PE ENGINEER: THE AVANTI GROUP, INC 1345 N FALKENBURG ROAD TAMPA, FL 33619 PHONE: 813-655-2884 EMAIL: [email protected] ELECTRICAL SOUHEIL CHEHAYEB, PE ENGINEER: CHEHAYEB & ASSOCIATES, INC 3702 W. AZEELE STREET TAMPA, FL 33609 PHONE: 813-876-1415 EMAIL: [email protected] MECHANICAL MICHAEL CURKAN, PE & PLUMBING PYRAMID ENGINEERING, INC ENGINEER: 5596 RIO VISTA DRIVE CLEARWATER, FL 33760 PHONE: 727-531-2989 EMAIL: [email protected] SHEET NUMBER WESTROCK CENTRAL FLORIDA COMMERCE CENTER BUILDING #4 1521 S COUNTY LINE ROAD PLANT CITY, FL 33566 1 REVISIONS PROPOSED TENANT IMPROVEMENT FOR: CLIENT: CENTRAL FLORIDA DEVELOPMENT 300 EAGLES LANDING DR LAKELAND, FL 33802 SCALE: DRAWN BY: CHECKED BY: ISSUE DATE: PROJECT: 2 3 4 5 X AVANTI THE consulting engineers P (813) 655-2884 www.avantitampa.com FLORIDA CERTIFICATE OF AUTHORIZATION No. 26537 1345 N. Falkenburg Rd. Tampa, Florida 33619 JC DMS XX-XX-21 21-176 AS SHOWN I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE DRAWINGS & SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES 10-11-21 PROGRESS SET - NOT FOR CONSTRUCTION/BID AREA OF WORK AB ANCHOR BOLT AFF ABOVE FINISH FLOOR ARCH ARCHITECT(URAL) BLDG BUILDING BRDG BRIDGING BRG BEARING CJ CONTRACTION JOINT (SLAB SAW CUT) CL CENTERLINE CMU CONCRETE MASONRY UNIT CONC CONCRETE CONN CONNECTION CONT CONTINUOUS COORD COORDINATE DIA DIAMETER DL DEAD LOAD DWG DRAWING EA EACH EF EACH FACE ENG ENGINEER EL ELEVATION EQ EQUAL EW EACH WAY EXT EXTERIOR (E) EXISTING FBC FLORIDA BUILDING CODE FF FINISHED FLOOR FS FAR SIDE FTG FOOTING GA GAUGE GC GENERAL CONTRACTOR HC HOLLOW-CORE HORIZ HORIZONTAL HS HEADED STUD HSS HOLLOW STRUCTURAL SECTION INT INTERIOR LL LIVE LOAD LLBB LONG LEG BACK-TO-BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL (N) NEW OC ON CENTER PAF POWDER-ACTUATED FASTENER(S) PL PLATE PLF POUNDS PER LINEAR FOOT PNL PANEL PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH REQ REQUIRED SDI STEEL DECK INSTITUTE SIM SIMILAR SJI STEEL JOIST INSTITUTE SOG SLAB ON GRADE SPECS SPECIFICATIONS SQ SQUARE STD STANDARD STL STEEL TOB TOP OF BEAM TOF TOP OF FOOTING TOS TOP OF STEEL TOW TOP OF WALL T&B TOP AND BOTTOM TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD VERT VERTICAL WL WIND LOAD WWM WELDED WIRE MESH W/ WITH ABBREVIATIONS (NOT ALL ARE USED) \\Avanti-NAS\Company Files\Projects\2021\21-176 CFD WestRock\Building\DWG\21-179 B001.dwg, 10/11/2021 9:23:01 AM, David
Transcript of AVANTI consulting engineers
CODE COMPLIANCE
Area Allowed:Building Area Unlimited (other than type 5 construction; sprinklered; B, F, M, or S occupancy; 60 ft yards)
Actual area:
Construction Type 2-b
Occupancy Mixed occupancy: B office, F1 production, and S1 warehouse
Travel Distance
Common Path of Egress Travel B, F, S occupancies, sprinklered: 100 ft max;
Exits 1-500 occupants: min 2 exits required:
Total bldg area: 193,580 SF
Fire Protection
1 each 10# 3A/40B/C at 4500 sf max area and 50' max travel distance
(Final placement as directed by fire marshal)
Occupant Load Design occupant load in determining means of egress:
Plumbing Fixtures Req'd
Code
Project
Sprinklered Yes; (NFPA-13)
Code Reference:
Project Information:
Description
WestRock ,Central Florida Commerce Center County Line RoadPlant City, Hilsborough County, Florida2020 Florida Building Code, Seventh Edition
B occupancy, sprinklered: 300 ft max;
Occupancy Separation Separation between B, F1, S1: no separations required/ between S1 and adjacent B, F1, or S1 tenant: no separations required
16.74
Fire Extinguishers:
Automatic Sprinklers:
Automatic sprinkler system (NFPA-13) provided
Fire Alarm and Detection:
NFPA 72 compliant centrally monitored automatic fire detection and manual fire alarm system provided
Visible alarms required in public/ common areas
Section
302
503,
602
906
1004
1006.2
1017
1006.3
FC906
508.4
2902
507
903FC903
907FC907
Accessibility Design complies with technical requirements of 2020 Florida Building Code, Accessibility 1101
104,989 sf fire area as defined by FBC
(T-1006.3.1)
B: Breakroom, conference rm: 1,155 sf @ 15 sf/person: 77.00
Tenant area:
B: General office area: 2,512 sf @ 150 sf/person:
Fixture Ratio
Toilets B occ: 95/ 2 @1/25 (1st 50); 1/50>50: 1.90m 1.90w
Lavs B occ: 95/ 2 @1/40 (1st 80); 1/80>80: 1.18m 1.18w
Required (M/W) Provided
DF B occ: 95 @1/100: 0.95
SS 1 required 1 1
(Occ load/ 2)
(73 ft max actual)
(126 ft max actual)
B: Jan, server, storage: 255 sf @ 300 sf/person: 0.85
(339 actual: 9 exits provided)
Carbon Monoxide Detection 915 Carbon monoxide detection in commercial buildings required
Equipment/ placement per FBC 915
S: Warehouse: 95,858 sf @ 500 sf/person: 191.71
Total occupants: (339)338.39104,989 sf
(192)
F1 occ: 52/ 2 @1/100
F1 occ: 52/ 2 @1/100 (1st 80); 1/80>80: 0.26m 0.26w
S1 occ: 192 @1/1000: 0.19
2 (high/low)
0.26m 0.26w
(95)
F,S occupancies, sprinklered: 250 ft max; 143 ft max actual)
2 m (+1 urinal)/ 3w
3m/ 3w
F: Production: 5,209 sf @ 500 sf/person: 52.09 (52)
94.59
S1 occ: 192/ 2 @1/100 0.96m 0.96w
3.12m 3.12w
S1 occ: 192/ 2 @1/100 (1st 80); 1/80>80: 0.96m 0.96w
2.40m 2.40w
F1 occ: 52 @1/400: 0.13
1.27m
Separation between S1and adjacent F2 or S2 tenant: 1 hour fire rating required (1 hour tenant demising wall provided)
CODE COMPLIANCE
Area Allowed:Building Area Unlimited (other than type 5 construction; sprinklered; B, F, M, or S occupancy; 60 ft yards)
Actual area:
Construction Type 2-b
Occupancy Mixed occupancy: B office, F1 production, and S1 warehouse
Travel Distance
Common Path of Egress Travel B, F, S occupancies, sprinklered: 100 ft max;
Exits 1-500 occupants: min 2 exits required:
Total bldg area: 193,580 SF
Fire Protection
1 each 10# 3A/40B/C at 4500 sf max area and 50' max travel distance
(Final placement as directed by fire marshal)
Occupant Load Design occupant load in determining means of egress:
Plumbing Fixtures Req'd
Code
Project
Sprinklered Yes; (NFPA-13)
Code Reference:
Project Information:
Description
WestRock ,Central Florida Commerce Center County Line RoadPlant City, Hilsborough County, Florida2020 Florida Building Code, Seventh Edition
B occupancy, sprinklered: 300 ft max;
Occupancy Separation Separation between B, F1, S1: no separations required/ between S1 and adjacent B, F1, or S1 tenant: no separations required
16.74
Fire Extinguishers:
Automatic Sprinklers:
Automatic sprinkler system (NFPA-13) provided
Fire Alarm and Detection:
NFPA 72 compliant centrally monitored automatic fire detection and manual fire alarm system provided
Visible alarms required in public/ common areas
Section
302
503,
602
906
1004
1006.2
1017
1006.3
FC906
508.4
2902
507
903FC903
907FC907
Accessibility Design complies with technical requirements of 2020 Florida Building Code, Accessibility 1101
104,989 sf fire area as defined by FBC
(T-1006.3.1)
B: Breakroom, conference rm: 1,155 sf @ 15 sf/person: 77.00
Tenant area:
B: General office area: 2,512 sf @ 150 sf/person:
Fixture Ratio
Toilets B occ: 95/ 2 @1/25 (1st 50); 1/50>50: 1.90m 1.90w
Lavs B occ: 95/ 2 @1/40 (1st 80); 1/80>80: 1.18m 1.18w
Required (M/W) Provided
DF B occ: 95 @1/100: 0.95
SS 1 required 1 1
(Occ load/ 2)
(73 ft max actual)
(126 ft max actual)
B: Jan, server, storage: 255 sf @ 300 sf/person: 0.85
(339 actual: 9 exits provided)
Carbon Monoxide Detection 915 Carbon monoxide detection in commercial buildings required
Equipment/ placement per FBC 915
S: Warehouse: 95,858 sf @ 500 sf/person: 191.71
Total occupants: (339)338.39104,989 sf
(192)
F1 occ: 52/ 2 @1/100
F1 occ: 52/ 2 @1/100 (1st 80); 1/80>80: 0.26m 0.26w
S1 occ: 192 @1/1000: 0.19
2 (high/low)
0.26m 0.26w
(95)
F,S occupancies, sprinklered: 250 ft max; 143 ft max actual)
2 m (+1 urinal)/ 3w
3m/ 3w
F: Production: 5,209 sf @ 500 sf/person: 52.09 (52)
94.59
S1 occ: 192/ 2 @1/100 0.96m 0.96w
3.12m 3.12w
S1 occ: 192/ 2 @1/100 (1st 80); 1/80>80: 0.96m 0.96w
2.40m 2.40w
F1 occ: 52 @1/400: 0.13
1.27m
Separation between S1and adjacent F2 or S2 tenant: 1 hour fire rating required (1 hour tenant demising wall provided)
CODE COMPLIANCE
Area Allowed:Building Area Unlimited (other than type 5 construction; sprinklered; B, F, M, or S occupancy; 60 ft yards)
Actual area:
Construction Type 2-b
Occupancy Mixed occupancy: B office, F1 production, and S1 warehouse
Travel Distance
Common Path of Egress Travel B, F, S occupancies, sprinklered: 100 ft max;
Exits 1-500 occupants: min 2 exits required:
Total bldg area: 193,580 SF
Fire Protection
1 each 10# 3A/40B/C at 4500 sf max area and 50' max travel distance
(Final placement as directed by fire marshal)
Occupant Load Design occupant load in determining means of egress:
Plumbing Fixtures Req'd
Code
Project
Sprinklered Yes; (NFPA-13)
Code Reference:
Project Information:
Description
WestRock ,Central Florida Commerce Center County Line RoadPlant City, Hilsborough County, Florida2020 Florida Building Code, Seventh Edition
B occupancy, sprinklered: 300 ft max;
Occupancy Separation Separation between B, F1, S1: no separations required/ between S1 and adjacent B, F1, or S1 tenant: no separations required
16.74
Fire Extinguishers:
Automatic Sprinklers:
Automatic sprinkler system (NFPA-13) provided
Fire Alarm and Detection:
NFPA 72 compliant centrally monitored automatic fire detection and manual fire alarm system provided
Visible alarms required in public/ common areas
Section
302
503,
602
906
1004
1006.2
1017
1006.3
FC906
508.4
2902
507
903FC903
907FC907
Accessibility Design complies with technical requirements of 2020 Florida Building Code, Accessibility 1101
104,989 sf fire area as defined by FBC
(T-1006.3.1)
B: Breakroom, conference rm: 1,155 sf @ 15 sf/person: 77.00
Tenant area:
B: General office area: 2,512 sf @ 150 sf/person:
Fixture Ratio
Toilets B occ: 95/ 2 @1/25 (1st 50); 1/50>50: 1.90m 1.90w
Lavs B occ: 95/ 2 @1/40 (1st 80); 1/80>80: 1.18m 1.18w
Required (M/W) Provided
DF B occ: 95 @1/100: 0.95
SS 1 required 1 1
(Occ load/ 2)
(73 ft max actual)
(126 ft max actual)
B: Jan, server, storage: 255 sf @ 300 sf/person: 0.85
(339 actual: 9 exits provided)
Carbon Monoxide Detection 915 Carbon monoxide detection in commercial buildings required
Equipment/ placement per FBC 915
S: Warehouse: 95,858 sf @ 500 sf/person: 191.71
Total occupants: (339)338.39104,989 sf
(192)
F1 occ: 52/ 2 @1/100
F1 occ: 52/ 2 @1/100 (1st 80); 1/80>80: 0.26m 0.26w
S1 occ: 192 @1/1000: 0.19
2 (high/low)
0.26m 0.26w
(95)
F,S occupancies, sprinklered: 250 ft max; 143 ft max actual)
2 m (+1 urinal)/ 3w
3m/ 3w
F: Production: 5,209 sf @ 500 sf/person: 52.09 (52)
94.59
S1 occ: 192/ 2 @1/100 0.96m 0.96w
3.12m 3.12w
S1 occ: 192/ 2 @1/100 (1st 80); 1/80>80: 0.96m 0.96w
2.40m 2.40w
F1 occ: 52 @1/400: 0.13
1.27m
Separation between S1and adjacent F2 or S2 tenant: 1 hour fire rating required (1 hour tenant demising wall provided)
K-3348-4TOCCATASINKSSTAINLESS STEEL
210'-0
"
K-3348-4TOCCATASINKSSTAINLESS STEEL
210'-0
"
K-3348-4TOCCATASINKSSTAINLESS STEEL
210'-0
"
B001COVER SHEET
PROPOSED TENANT IMPROVEMENT FOR:WESTROCK
CENTRAL FLORIDA COMMERCE CENTERBUILDING #4
1521 S. COUNTY LINE RDPLANT CITY, FL 33566
VICINITY MAPLIST OF DRAWINGSSHEET #: DESCRIPTION:
B001 COVER SHEETB002 OFFICE & OVERALL LIFE SAFETY PLANB101 OVERALL FLOOR PLANB102 ENLARGED FLOOR PLAN & SCHEDULESB201 OVERALL & ENLARGED CEILING PLAN
E001 PROJECT NOTES, LEGEND, & SPECIFICATIONSE100 LIGHTING PLANE200 POWER PLAN-BASEE201 POWER PLAN-TENANTE202 ELECTRICAL DETAILSE300 RISER DIAGRAME400 PANEL SCHEDULESE500 ELECTRICAL SPECIFICATIONS
M100 MECHANICAL NOTES & SCHEDULESM200 MECHANICAL FLOOR PLAN & DETAILS
P100 PLUMBING NOTES & SCHEDULESP101 PLUMBING SCHEDULE & RISER DIAGRAMP200 PLUMBING FLOOR PLANSP300 PLUMBING DETAILS
PROJECTLOCATION
GENERAL NOTES1. ALL DESIGN AND WORK TO BE PEFORMED BY A LICENSED ENGINEER OR CONTRACTOR AND COMPLY WITH APPLICABLE CODES AND ORDINANCES.
2. ALL BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS NUMBERS OR LETTERS PER FBC 501.2. EACH CHARACTER SHALL BE NOT LESS THAN 4"IN HEIGHT AND 1/2" IN WIDTH. THEY SHALL BE INSTALLED ON A CONTRASTING BACKGROUND AND BE PLAINLY VISIBLE FROM THE STREET OR ROADFRONTING THE PROPERTY.
3. EXIT SIGNS SHALL BE LOCATED IN ACCORDANCE WITH NFPA 101 SECTION 5-10, "MARKING OF MEANS OF EGRESS".
4. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 10 & AS DIRECTED BY THE FIRE MARSHAL.
5. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING ANY WORK AND SHALL NOTIFY THEENGINEER OF ANY DISCREPANCIES.
6. CONTRACTOR SHALL COMPLY WITH LATEST PUBLISHED OSHA REQUIREMENTS.
7. MANUFACTURED MATERIALS SHALL BE INSTALLED AS PER THEIR PUBLISHED INSTRUCTIONS.
8. CONTRACTOR SHALL GIVE ACCEPTABLE CERTIFICATES OF INSURANCE TO OWNER PRIOR TO BEGINNING ANY WORK UNDER THIS CONTRACT.
9. CONTRACTOR SHALL SECURE A CERTIFICATE OF OCCUPANCY FROM THE GOVERNING AUTHORITY AT THE COMPLETION OF THE WORK AND GIVE TO THEOWNER PRIOR TO FINAL PAYMENT.
10. A COMPLETE LIEN RELEASE AND CONTRACTOR'S AFFIDAVIT WILL BE GIVEN BY CONTRACTOR TO OWNER AT THE COMPLETION OF WORK.
11. ALL WORK SHALL BE GUARANTEED FOR 12 MONTHS AFTER THE ISSUE OF CERTIFICATE OF OCCUPANCY.
12. PROVIDE BLOCKING IN STUD WALLS BEHIND ALL WALL MOUNTED FIXTURES & ACCESSORIES.
13. USE MOISTURE RESISTANT GYPSUM BOARD BEHIND ALL WALL TILE (IF APPLICABLE).
14. PROVIDE CAULKING OR SEALANT AS REQUIRED.
15. VERIFY SIZE AND REQUIRED CLEARANCES FOR ALL EQUIPMENT, APPLIANCES, AND CASEWORK PRIOR TO INSTALLATION. ADJUST MILLWORKDIMENSIONS AS REQUIRED TO ENSURE PROPER FIT.
16. VERIFY SIZE AND REQUIRED ROUGH OPENING DIMENSIONS FOR ALL DOORS AND WINDOWS.
SCALE: 1/64" = 1'-0"N OVERALL BUILDING PLAN
PROJECT TEAM
CONTRACTOR: RICHARD R LEFROISCENTRAL FLORIDA DEVELOPMENT300 EAGLES LANDING DRIVEPO BOX 148LAKELAND, FL 33802PHONE: 585-729-7220EMAIL: [email protected]
PROJECT DAVID M SCHONACHER JR, PEENGINEER: THE AVANTI GROUP, INC
1345 N FALKENBURG ROADTAMPA, FL 33619PHONE: 813-655-2884EMAIL: [email protected]
ELECTRICAL SOUHEIL CHEHAYEB, PEENGINEER: CHEHAYEB & ASSOCIATES, INC
3702 W. AZEELE STREETTAMPA, FL 33609PHONE: 813-876-1415EMAIL: [email protected]
MECHANICAL MICHAEL CURKAN, PE& PLUMBING PYRAMID ENGINEERING, INCENGINEER: 5596 RIO VISTA DRIVE
CLEARWATER, FL 33760PHONE: 727-531-2989EMAIL: [email protected]
SHEET NUMBER
WE
STR
OC
KC
EN
TRA
L FL
OR
IDA
CO
MM
ER
CE
CE
NTE
RB
UIL
DIN
G #
415
21 S
CO
UN
TY L
INE
RO
AD
PLA
NT
CIT
Y, F
L 3
35
66
1
RE
VIS
ION
SP
RO
PO
SE
D T
EN
AN
T IM
PR
OV
EM
EN
T FO
R:
CLI
EN
T:
CE
NTR
AL
FLO
RID
AD
EV
ELO
PM
EN
T
30
0 E
AG
LES
LA
ND
ING
DR
LAK
ELA
ND
, FL
33
80
2
SC
ALE
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
ISS
UE
DA
TE:
PR
OJE
CT:
2 3 4 5
X
AVA
NTI
THE
co
nsul
ting
eng
ine
ers
P (8
13) 6
55-2
884
ww
w.a
vant
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.co
m
FLO
RID
A C
ERTIF
ICAT
E O
FAU
THO
RIZA
TION
No
. 265
37
1345
N. F
alk
enb
urg
Rd
.Ta
mp
a, F
lorid
a 3
3619
JC DM
S
XX-X
X-21
21-1
76
AS
SH
OW
N
I CERTIFY TO THE BEST OFMY KNOWLEDGE THAT THEDRAWINGS &SPECIFICATIONS COMPLYWITH THE APPLICABLEMINIMUM BUILDING CODES
10-1
1-21
PR
OG
RE
SS
SE
T -
NO
T FO
R C
ON
STR
UC
TIO
N/B
ID
AREA OF WORK
AB ANCHOR BOLTAFF ABOVE FINISH FLOORARCH ARCHITECT(URAL)
BLDG BUILDINGBRDG BRIDGINGBRG BEARING
CJ CONTRACTION JOINT (SLAB SAW CUT)CL CENTERLINECMU CONCRETE MASONRY UNITCONC CONCRETECONN CONNECTIONCONT CONTINUOUSCOORD COORDINATE
DIA DIAMETERDL DEAD LOADDWG DRAWING
EA EACHEF EACH FACEENG ENGINEEREL ELEVATIONEQ EQUALEW EACH WAYEXT EXTERIOR(E) EXISTING
FBC FLORIDA BUILDING CODEFF FINISHED FLOORFS FAR SIDEFTG FOOTING
GA GAUGEGC GENERAL CONTRACTOR
HC HOLLOW-COREHORIZ HORIZONTALHS HEADED STUDHSS HOLLOW STRUCTURAL SECTION
INT INTERIOR
LL LIVE LOADLLBB LONG LEG BACK-TO-BACKLLH LONG LEG HORIZONTALLLV LONG LEG VERTICAL
(N) NEW
OC ON CENTER
PAF POWDER-ACTUATED FASTENER(S)PL PLATEPLF POUNDS PER LINEAR FOOTPNL PANELPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCH
REQ REQUIRED
SDI STEEL DECK INSTITUTESIM SIMILARSJI STEEL JOIST INSTITUTESOG SLAB ON GRADESPECS SPECIFICATIONSSQ SQUARESTD STANDARDSTL STEEL
TOB TOP OF BEAMTOF TOP OF FOOTINGTOS TOP OF STEELTOW TOP OF WALLT&B TOP AND BOTTOMTRANS TRANSVERSETYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VIF VERIFY IN FIELDVERT VERTICAL
WL WIND LOADWWM WELDED WIRE MESHW/ WITH
ABBREVIATIONS (NOT ALL ARE USED)
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David
Callout
NEED TO UPDATE DMS
60
"C
LR
60
"C
LR
Travel Distance:143'
2 lamp emergencylight with min 90minute batterybackup (typ)
Combination emergency light/exit fixture with min 90 minbattery backup (typ)
See enlarged LS Office floor plan
Travel Distance:
Travel Distance:143'
Travel Distance:138'
WAREHOUSE
PRODUCTION
OFFICE
143'
Travel Dist:138'
95,858 sf
5209 sf
B occupancy3,922 sf
S1 occupancy
F1 occupancy
498'-0"
21
0'-0
"
947 sf
60
"C
LR
60
"C
LR
Travel Distance:143'
2 lamp emergencylight with min 90minute batterybackup (typ)
Combination emergency light/exit fixture with min 90 minbattery backup (typ)
See enlarged LS Office floor plan
Travel Distance:
Travel Distance:143'
Travel Distance:138'
WAREHOUSE
PRODUCTION
OFFICE
143'
Travel Dist:138'
95,858 sf
5209 sf
B occupancy3,922 sf
S1 occupancy
F1 occupancy
498'-0"
21
0'-0
"
947 sf
60
"C
LR
60
"C
LR
Travel Distance:143'
2 lamp emergencylight with min 90minute batterybackup (typ)
Combination emergency light/exit fixture with min 90 minbattery backup (typ)
See enlarged LS Office floor plan
Travel Distance:
Travel Distance:143'
Travel Distance:138'
WAREHOUSE
PRODUCTION
OFFICE
143'
Travel Dist:138'
95,858 sf
5209 sf
B occupancy3,922 sf
S1 occupancy
F1 occupancy
498'-0"
21
0'-0
"
947 sf
K-3348-4TOCCATASINKSSTAINLESS STEEL
CPET:54'
TravelDistance:
HCD
F
Mopsink
(947 sf)
126'
Break Room113
Women
Men111
Janitor109
Conference108
IT/Server107
Storage106
Office101
Lobby100
Open Office102
Hallway110
112
Office103
Office104
Office 105
Hallway114
K-3348-4TOCCATASINKSSTAINLESS STEEL
CPET:54'
TravelDistance:
HCD
F
Mopsink
(947 sf)
126'
Break Room113
Women
Men111
Janitor109
Conference108
IT/Server107
Storage106
Office101
Lobby100
Open Office102
Hallway110
112
Office103
Office104
Office 105
Hallway114
K-3348-4TOCCATASINKSSTAINLESS STEEL
CPET:54'
TravelDistance:
HCD
F
Mopsink
(947 sf)
126'
Break Room113
Women
Men111
Janitor109
Conference108
IT/Server107
Storage106
Office101
Lobby100
Open Office102
Hallway110
112
Office103
Office104
Office 105
Hallway114
Mirror
Insulate all exposedpiping under sinks
Top of grabbars
Toilet paperdispenser
Lever to belocated on wideside of stall
2'-0" 1'-0"
16"-18"
33
"-3
6"
36"max
17
"-1
9"
19
"min 39
"-4
1"
18
"min
12" 42"min
39"-41"
9" 2
7"m
in
34
"max
40
"max
To m
irror
ref
lect
ive
surfac
e
To t
op o
f la
v rim
min
8"
6"
25"max depth
Knee clearance
Restroom Details1/2" = 1'-0"
Front Elevation Side Elevation
Lavatory Clearances
Smooth, hard,nonabsorbentfloor surface;extend up wallmin 4"
In multi-stall restroomswalls within 2' of toilets/urinals to have smooth,hard, nonabsorbentsurface to 4' aff
11"
Toe clearance
24" min24" min
B002
2
Mirror
Insulate all exposedpiping under sinks
Top of grabbars
Toilet paperdispenser
Lever to belocated on wideside of stall
2'-0" 1'-0"
16"-18"
33
"-3
6"
36"max
17
"-1
9"
19
"min 39
"-4
1"
18
"min
12" 42"min
39"-41"
9" 2
7"m
in
34
"max
40
"max
To m
irror
ref
lect
ive
surfac
e
To t
op o
f la
v rim
min
8"
6"
25"max depth
Knee clearance
Restroom Details1/2" = 1'-0"
Front Elevation Side Elevation
Lavatory Clearances
Smooth, hard,nonabsorbentfloor surface;extend up wallmin 4"
In multi-stall restroomswalls within 2' of toilets/urinals to have smooth,hard, nonabsorbentsurface to 4' aff
11"
Toe clearance
24" min24" min
B002
2
Mirror
Insulate all exposedpiping under sinks
Top of grabbars
Toilet paperdispenser
Lever to belocated on wideside of stall
2'-0" 1'-0"
16"-18"
33
"-3
6"
36"max
17
"-1
9"
19
"min 39
"-4
1"
18
"min
12" 42"min
39"-41"
9" 2
7"m
in
34
"max
40
"max
To m
irror
ref
lect
ive
surfac
e
To t
op o
f la
v rim
min
8"
6"
25"max depth
Knee clearance
Restroom Details1/2" = 1'-0"
Front Elevation Side Elevation
Lavatory Clearances
Smooth, hard,nonabsorbentfloor surface;extend up wallmin 4"
In multi-stall restroomswalls within 2' of toilets/urinals to have smooth,hard, nonabsorbentsurface to 4' aff
11"
Toe clearance
24" min24" min
B002
2
B002OFFICE & OVERALL LIFE SAFETY PLAN
SHEET NUMBER
WE
STR
OC
KC
EN
TRA
L FL
OR
IDA
CO
MM
ER
CE
CE
NTE
RB
UIL
DIN
G #
415
21 S
CO
UN
TY L
INE
RO
AD
PLA
NT
CIT
Y, F
L 3
35
66
1
RE
VIS
ION
SP
RO
PO
SE
D T
EN
AN
T IM
PR
OV
EM
EN
T FO
R:
CLI
EN
T:
CE
NTR
AL
FLO
RID
AD
EV
ELO
PM
EN
T
30
0 E
AG
LES
LA
ND
ING
DR
LAK
ELA
ND
, FL
33
80
2
SC
ALE
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
ISS
UE
DA
TE:
PR
OJE
CT:
2 3 4 5
X
AVA
NTI
THE
co
nsul
ting
eng
ine
ers
P (8
13) 6
55-2
884
ww
w.a
vant
itam
pa
.co
m
FLO
RID
A C
ERTIF
ICAT
E O
FAU
THO
RIZA
TION
No
. 265
37
1345
N. F
alk
enb
urg
Rd
.Ta
mp
a, F
lorid
a 3
3619
JC DM
S
XX-X
X-21
21-1
76
AS
SH
OW
N
I CERTIFY TO THE BEST OFMY KNOWLEDGE THAT THEDRAWINGS &SPECIFICATIONS COMPLYWITH THE APPLICABLEMINIMUM BUILDING CODES
10-1
1-21
PR
OG
RE
SS
SE
T -
NO
T FO
R C
ON
STR
UC
TIO
N/B
ID
SCALE: 1/32" = 1'-0"N OVERALL LIFE SAFETY PLAN
SCALE: 1/8" = 1'-0"N OFFICE LIFE SAFETY PLAN
6"MAX
8"MIN
3'-0
" MA
X.
17" - 19"
2'-3
" MIN
9" M
IN
1B002
HANDICAP DF ELEVATION(DRINKING FOUNTAIN) SCALE: 3/4" = 1'-0"
9" M
IN
2'-3
" MIN
3'-0
" MA
X
1. SPOUT SHALL BE NO HIGHER THAN 36 INCHES. MEASURED FROM THEFLOOR OR GROUND SURFACE TO THE SPOUT OUTLET PER FBC:ACCESSIBILITY 602.4.
2. CONTROLS SHALL COMPLY WITH FBC ACCESSIBILITY. UNIT CONTROLSSHALL BE FRONT MOUNTED OR SIDE MOUNTED NEAR THE FRONT EDGE.
3. THE SPOUT SHALL BE AT THE FRONT OF THE UNIT AND SHALL DIRECTTHE WATER FLOW IN A TRAJECTORY THAT IS PARALLEL OR NEARLYPARALLEL TO THE FRONT OF THE UNIT. THE SPOUT SHALL PROVIDE AFLOW OF WATER AT LEAST 4 INCHES HIGH SO AS TO ALLOW THEINSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER, PERACCESSIBILITY 602.6.
NOTE:EQUIPMENT PERMITTED INSHADED AREA
4'-0" MINVERIFY W/ MANUFACTURER
1'-3" MIN 1'-3" MIN
3'-2
" MIN
3'-7
" MA
X
TRAVEL DISTANCE TO EXIT
LIFE SAFETY LEGEND
EMERGENCY EXIT LIGHT FIXTURE
FIRE EXTINGUISHER
EMERGENCY BATTERY PACK LIGHT FIXTURE
FE
GENERAL LIFE SAFETY NOTES:
1. PER FFPC 7th EDITION, NFPA 101 SECTION 7.10.1.3, EXIT TACTILESIGNAGE SHALL BE PROVIDED AT EACH EXIT DOOR REQUIRINGAN EXIT SIGN AND SHALL COMPLY WITH ICC/ANSI 117.1. TACTILESIGNAGE SHALL READ AS FOLLOWS: EXIT.
SCALE: NTSNKEY PLAN
AREA OF WORK
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001.d
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, 10/11/2021 9:23:05 A
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60
"C
LR
60
"C
LR
K-3348-4TOCCATASINKSSTAINLESS STEEL
498'-0"
48'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0"
Dock leveler (typ of 10)
Ramp
Production116
Warehouse 115
35A
35A
See enlarged floor plan
35X
Steel guardrail
Sheet B102
60
"C
LR
60
"C
LR
K-3348-4TOCCATASINKSSTAINLESS STEEL
498'-0"
48'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0"
Dock leveler (typ of 10)
Ramp
Production116
Warehouse 115
35A
35A
See enlarged floor plan
35X
Steel guardrail
Sheet B102
60
"C
LR
60
"C
LR
K-3348-4TOCCATASINKSSTAINLESS STEEL
498'-0"
48'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0"
Dock leveler (typ of 10)
Ramp
Production116
Warehouse 115
35A
35A
See enlarged floor plan
35X
Steel guardrail
Sheet B102
B101OVERALL FLOOR PLAN
SHEET NUMBER
WE
STR
OC
KC
EN
TRA
L FL
OR
IDA
CO
MM
ER
CE
CE
NTE
RB
UIL
DIN
G #
415
21 S
CO
UN
TY L
INE
RO
AD
PLA
NT
CIT
Y, F
L 3
35
66
1
RE
VIS
ION
SP
RO
PO
SE
D T
EN
AN
T IM
PR
OV
EM
EN
T FO
R:
CLI
EN
T:
CE
NTR
AL
FLO
RID
AD
EV
ELO
PM
EN
T
30
0 E
AG
LES
LA
ND
ING
DR
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1
KO
KO
60"CLR
60"CLR
Break Room113
WomenMen111 Janitor
109
Conference108
IT/Server107
Storage106
Office101
Lobby100
Open Office102
13'-0" 12'-0" 17'-0" 14'-0" 7'-10"
9'-0"
Hallway110
112
65'-0
"
210'-0"
12C
10B
10B
12B
12B
12B
35A
10B
10B
10B
10B
10B
Office103
Office104
Office 105
Production116
Warehouse 115
Office 117
Hallway118
A
A10B
10A
10A
12B
12B
10A
10B
10B
10B10B
35A
35A
12D
12DFRP panel to4'-0" aff (typ)
12B
10B 10B
10B
86'-0" 27'-5" 12'-2" 10'-0" 10'-3"
8'-0"
4'-0"
86'-0"
61
'-0"
Steel guardrail
12'-0
"16'-3
"7'-0
"2'-5
"6'-0
"7
'-2"
12
'-2"
12'-0
"
18'-6
"
5'-0
"
7'-4" 5'-9" 5'-9" 6'-4"
14B
14B
12D
10B
8'-0
"10
'-0"
11'-8"
34'-0" 10'-0"
3'-0
"
Header at 8'-0 aff
Equipment by tenant (typ)
KO
KO
60"CLR
60"CLR
Break Room113
WomenMen111 Janitor
109
Conference108
IT/Server107
Storage106
Office101
Lobby100
Open Office102
13'-0" 12'-0" 17'-0" 14'-0" 7'-10"
9'-0"
Hallway110
112
65'-0
"
210'-0"
12C
10B
10B
12B
12B
12B
35A
10B
10B
10B
10B
10B
Office103
Office104
Office 105
Production116
Warehouse 115
Office 117
Hallway118
A
A10B
10A
10A
12B
12B
10A
10B
10B
10B10B
35A
35A
12D
12DFRP panel to4'-0" aff (typ)
12B
10B 10B
10B
86'-0" 27'-5" 12'-2" 10'-0" 10'-3"
8'-0"
4'-0"
86'-0"
61
'-0"
Steel guardrail
12'-0
"16'-3
"7'-0
"2'-5
"6'-0
"7
'-2"
12
'-2"
12'-0
"
18'-6
"
5'-0
"
7'-4" 5'-9" 5'-9" 6'-4"
14B
14B
12D
10B
8'-0
"10
'-0"
11'-8"
34'-0" 10'-0"
3'-0
"
Header at 8'-0 aff
Equipment by tenant (typ)
KO
KO
60"CLR
60"CLR
Break Room113
WomenMen111 Janitor
109
Conference108
IT/Server107
Storage106
Office101
Lobby100
Open Office102
13'-0" 12'-0" 17'-0" 14'-0" 7'-10"
9'-0"
Hallway110
112
65'-0
"
210'-0"
12C
10B
10B
12B
12B
12B
35A
10B
10B
10B
10B
10B
Office103
Office104
Office 105
Production116
Warehouse 115
Office 117
Hallway118
A
A10B
10A
10A
12B
12B
10A
10B
10B
10B10B
35A
35A
12D
12DFRP panel to4'-0" aff (typ)
12B
10B 10B
10B
86'-0" 27'-5" 12'-2" 10'-0" 10'-3"
8'-0"
4'-0"
86'-0"
61
'-0"
Steel guardrail
12'-0
"16'-3
"7'-0
"2'-5
"6'-0
"7
'-2"
12
'-2"
12'-0
"
18'-6
"
5'-0
"
7'-4" 5'-9" 5'-9" 6'-4"
14B
14B
12D
10B
8'-0
"10
'-0"
11'-8"
34'-0" 10'-0"
3'-0
"
Header at 8'-0 aff
Equipment by tenant (typ)
REMARKS
DOOR SCHEDULENUMBER
101
A
TYPE MATL
3'-0"
WIDTH
1-3/4"
HEIGHT THICK RATING
CLEAR -
FINISH
3 F2
HDW FTYPE
HM PAINT
FMATL FFIN
5-7/8" -
FRDEPTH
B 3'-0" 1-3/4" CLEAR - HM3
SEE
SC
HED
ULE
SEE
SC
HED
ULE
FRAME TYPESSCALE : 1/4" = 1'-0"
F1 F2B
SEE
2"
SCHED
5'-0"
SEE
DOOR TYPESSCALE : 1/4" = 1'-0"
2"2" 2"SEE2"
SCHED
A
2"
SEE
SC
HED
ULE
SEE
SC
HED
ULE
SCHED SCHED
SEE
9 STOREROOM LEVER
THRESHOLD
TO INCLUDE SELF CLOSING DEVICE
SELF-CLOSING DEVICEWEATHERSTRIPPING
CARD READERCONTACT PLATES
HARDWARE GROUPS
ALL RATED DOORS AND VESTIBULE DOORS
ALL EXTERIOR DOORS TO INCLUDE:
BI-FOLD1112
10
INSULATED
PUSH/PULL SELF CLOSING
PADDLE HANDLE STRIKE
PRIVACY LEVER
BYPASSING/ SLIDING
ENTRANCE LEVERPASSAGE LEVER
CLASSROOM LEVER
5
76
8
1
4
23
ELECTRIC LIFT
PAINT 5-7/8" -
A 3'-0" 7'-0" 1-3/4" CLEAR - 3 F1 HM PAINT 5-7/8" -
A 3'-0" 1-3/4" CLEAR - 3 HM PAINT 5-7/8" -
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT 5-7/8" -
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT
5-7/8"
-
ROOM
FINISHED FLOOR
WINDOW TYPESSCALE : 1/4" = 1'-0"
W1
WINDOW SCHEDULE
SIZE (WxH)
4'-0" x 3'-6"A W1
NUMBER
A
TYPE FRAMEDEPTH GLASSFINISH NOTE QTY
-- Slider WindowSAFETY- 2
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT 5-7/8" -
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT 5-7/8" -
CEILING
105 OFFICE
106
107
108
109
117
110
STORAGE
IT/SERVER
FLOORNAME
101
102
103
104
100
OFFICE
LOBBY
OFFICE
OPEN OFFICE
OFFICE
4" V
INYL
@
BASE
GYP
BD
WALL
S
FINISH SCHEDULE
SEA
LED
CO
NCR
VCT
MAT
CARPE
T
PAIN
T O
N G
YP
WALL
2x4
ACO
USTI
C
NO
NE
FRP
TO 4
' AFF
CONFERENCE
JANITOR
HALLWAY
MENS
All wall/ ceiling finishes to be min class C flame spreadAll floor finishes to be min class 2 critical radiant flux
Walls within 2' of urinals and water closets to have smooth, hard,nonabsorbent surface to a height of 4ft above floor minimum
FBC 803:FBC 804:
FBC1210.2:Floors in toilet/ bathing rooms to have smooth, hard,nonabsorbent surface extending 4" up walls
FBC1210.1:
Note:
EXIS
TING
EXIS
TING
EXIS
TING
105 OFFICE
106
107
108
109
110
STORAGE
HALLWAY
101
102
103
104
100
OFFICE
LOBBY
OFFICE
OPEN OFFICE
OFFICE
MENSWOMENS
BREAKROOM
A 3'-0" CLEAR - 3 F2 HM PAINT -5-7/8"
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT
8-1/4"
-
1-3/4"
F2
F2
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
Note: See Finish Specifications for stain/ paint colors
A 3'-0" 1-3/4" CLEAR - HM5 PAINT 5-7/8" -111 F27'-0"A 3'-0" 1-3/4" CLEAR - HM5 PAINT 5-7/8" -112 F27'-0"
B 3'-0" 1-3/4" CLEAR - HM3 PAINT 5-7/8" -113A F27'-0"
114
115
116B
A 3'-0" 1-3/4" CLEAR - HM3 PAINT 5-7/8" -117 F27'-0"
IT/SERVER
CONFRENCE
JANITOR
not used
WAREHOUSE
OFFICE
C 2 @ 3'-0" 1-3/4" CLEAR - 6 7'-4'' FINISHED OPENING HEIGHT 110A HALLWAY CLOSET 7'-0"
B 3'-0" 1-3/4" CLEAR - HM3 PAINT 5-7/8" -118 F27'-0"OFFICE HALLWAY
SEE
SC
HED
ULE
SEE
SCHED
C
- - - -
111
118
WOMENS 112
BREAKROOM113
PRODUCTION116
(not used)114
WAREHOUSE115
WH OFFICE
HALLWAY
LOCK
Aluminum track for
Wrapped drywall openingsliding glass (top and bottom)
4'-0"
all sides (typ) 3'-6
"3
'-6"
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
HM
HM
HM
116A PRINTING
PRINTING
B
B
3'-0" 1-3/4" CLEAR - HM3 PAINT 8-1/4" -F27'-0"
3'-0" 1-3/4" CLEAR - HM3 PAINT 8-1/4" -F27'-0"
HM
(not used)
SB30 DB18B24
W3018
W2430 W3030
9'-0"
7'-0
"
2'-1
0"
9'-0"
SCALE : 1/4" = 1'-0"
CABINET ELEVATION (Rm 113)
B36
W2430
Adj shelf (typ)
Plastic laminatecountertop andbacksplash w/ stainlesssteel sink
Plastic laminatecabinetry
BREAKROOM B 3'-0" 1-3/4" CLEAR - HM3 PAINT 8-1/4" -113B F27'-0"SC/OAK VENEER
FINISH MATERIALS
ITEM MANUFACTURER MODEL
Cabinetry Wilsonart 4886-38
Countertops Wilsonart 4882-38
Carpet Mohawk New Basics III 719 Carbon Char
VCT Armstrong 51903 Blue/Grey
Vinyl base Johnsonite 20 Charcoal WG
Paint Sherwin Williams SW-7022 Online
Toilet partitions American Sanitary 961 Fog
Finish hardware - Brushed chrome
116C STEELPRINTING D 10'-0" 1-5/8" PREFIN - -7 - - Verify size with tenant-10'-0"
SEE SCHEDULE
D
SEE
SC
HED
ULE
High speed door
2"
Safety glass in all door and sidelight glazing
(not used)
REMARKS
DOOR SCHEDULENUMBER
101
A
TYPE MATL
3'-0"
WIDTH
1-3/4"
HEIGHT THICK RATING
CLEAR -
FINISH
3 F2
HDW FTYPE
HM PAINT
FMATL FFIN
5-7/8" -
FRDEPTH
B 3'-0" 1-3/4" CLEAR - HM3
SEE
SC
HED
ULE
SEE
SC
HED
ULE
FRAME TYPESSCALE : 1/4" = 1'-0"
F1 F2B
SEE
2"
SCHED
5'-0"
SEE
DOOR TYPESSCALE : 1/4" = 1'-0"
2"2" 2"SEE2"
SCHED
A
2"
SEE
SC
HED
ULE
SEE
SC
HED
ULE
SCHED SCHED
SEE
9 STOREROOM LEVER
THRESHOLD
TO INCLUDE SELF CLOSING DEVICE
SELF-CLOSING DEVICEWEATHERSTRIPPING
CARD READERCONTACT PLATES
HARDWARE GROUPS
ALL RATED DOORS AND VESTIBULE DOORS
ALL EXTERIOR DOORS TO INCLUDE:
BI-FOLD1112
10
INSULATED
PUSH/PULL SELF CLOSING
PADDLE HANDLE STRIKE
PRIVACY LEVER
BYPASSING/ SLIDING
ENTRANCE LEVERPASSAGE LEVER
CLASSROOM LEVER
5
76
8
1
4
23
ELECTRIC LIFT
PAINT 5-7/8" -
A 3'-0" 7'-0" 1-3/4" CLEAR - 3 F1 HM PAINT 5-7/8" -
A 3'-0" 1-3/4" CLEAR - 3 HM PAINT 5-7/8" -
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT 5-7/8" -
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT
5-7/8"
-
ROOM
FINISHED FLOOR
WINDOW TYPESSCALE : 1/4" = 1'-0"
W1
WINDOW SCHEDULE
SIZE (WxH)
4'-0" x 3'-6"A W1
NUMBER
A
TYPE FRAMEDEPTH GLASSFINISH NOTE QTY
-- Slider WindowSAFETY- 2
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT 5-7/8" -
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT 5-7/8" -
CEILING
105 OFFICE
106
107
108
109
117
110
STORAGE
IT/SERVER
FLOORNAME
101
102
103
104
100
OFFICE
LOBBY
OFFICE
OPEN OFFICE
OFFICE
4" V
INYL
@
BASE
GYP
BD
WALL
S
FINISH SCHEDULE
SEA
LED
CO
NCR
VCT
MAT
CARPE
T
PAIN
T O
N G
YP
WALL
2x4
ACO
USTI
C
NO
NE
FRP
TO 4
' AFF
CONFERENCE
JANITOR
HALLWAY
MENS
All wall/ ceiling finishes to be min class C flame spreadAll floor finishes to be min class 2 critical radiant flux
Walls within 2' of urinals and water closets to have smooth, hard,nonabsorbent surface to a height of 4ft above floor minimum
FBC 803:FBC 804:
FBC1210.2:Floors in toilet/ bathing rooms to have smooth, hard,nonabsorbent surface extending 4" up walls
FBC1210.1:
Note:
EXIS
TING
EXIS
TING
EXIS
TING
105 OFFICE
106
107
108
109
110
STORAGE
HALLWAY
101
102
103
104
100
OFFICE
LOBBY
OFFICE
OPEN OFFICE
OFFICE
MENSWOMENS
BREAKROOM
A 3'-0" CLEAR - 3 F2 HM PAINT -5-7/8"
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT
8-1/4"
-
1-3/4"
F2
F2
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
Note: See Finish Specifications for stain/ paint colors
A 3'-0" 1-3/4" CLEAR - HM5 PAINT 5-7/8" -111 F27'-0"A 3'-0" 1-3/4" CLEAR - HM5 PAINT 5-7/8" -112 F27'-0"
B 3'-0" 1-3/4" CLEAR - HM3 PAINT 5-7/8" -113A F27'-0"
114
115
116B
A 3'-0" 1-3/4" CLEAR - HM3 PAINT 5-7/8" -117 F27'-0"
IT/SERVER
CONFRENCE
JANITOR
not used
WAREHOUSE
OFFICE
C 2 @ 3'-0" 1-3/4" CLEAR - 6 7'-4'' FINISHED OPENING HEIGHT 110A HALLWAY CLOSET 7'-0"
B 3'-0" 1-3/4" CLEAR - HM3 PAINT 5-7/8" -118 F27'-0"OFFICE HALLWAY
SEE
SC
HED
ULE
SEE
SCHED
C
- - - -
111
118
WOMENS 112
BREAKROOM113
PRODUCTION116
(not used)114
WAREHOUSE115
WH OFFICE
HALLWAY
LOCK
Aluminum track for
Wrapped drywall openingsliding glass (top and bottom)
4'-0"
all sides (typ) 3'-6
"3
'-6"
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
HM
HM
HM
116A PRINTING
PRINTING
B
B
3'-0" 1-3/4" CLEAR - HM3 PAINT 8-1/4" -F27'-0"
3'-0" 1-3/4" CLEAR - HM3 PAINT 8-1/4" -F27'-0"
HM
(not used)
SB30 DB18B24
W3018
W2430 W3030
9'-0"
7'-0
"
2'-1
0"
9'-0"
SCALE : 1/4" = 1'-0"
CABINET ELEVATION (Rm 113)
B36
W2430
Adj shelf (typ)
Plastic laminatecountertop andbacksplash w/ stainlesssteel sink
Plastic laminatecabinetry
BREAKROOM B 3'-0" 1-3/4" CLEAR - HM3 PAINT 8-1/4" -113B F27'-0"SC/OAK VENEER
FINISH MATERIALS
ITEM MANUFACTURER MODEL
Cabinetry Wilsonart 4886-38
Countertops Wilsonart 4882-38
Carpet Mohawk New Basics III 719 Carbon Char
VCT Armstrong 51903 Blue/Grey
Vinyl base Johnsonite 20 Charcoal WG
Paint Sherwin Williams SW-7022 Online
Toilet partitions American Sanitary 961 Fog
Finish hardware - Brushed chrome
116C STEELPRINTING D 10'-0" 1-5/8" PREFIN - -7 - - Verify size with tenant-10'-0"
SEE SCHEDULE
D
SEE
SC
HED
ULE
High speed door
2"
Safety glass in all door and sidelight glazing
(not used)
REMARKS
DOOR SCHEDULENUMBER
101
A
TYPE MATL
3'-0"
WIDTH
1-3/4"
HEIGHT THICK RATING
CLEAR -
FINISH
3 F2
HDW FTYPE
HM PAINT
FMATL FFIN
5-7/8" -
FRDEPTH
B 3'-0" 1-3/4" CLEAR - HM3
SEE
SC
HED
ULE
SEE
SC
HED
ULE
FRAME TYPESSCALE : 1/4" = 1'-0"
F1 F2B
SEE
2"
SCHED
5'-0"
SEE
DOOR TYPESSCALE : 1/4" = 1'-0"
2"2" 2"SEE2"
SCHED
A
2"
SEE
SC
HED
ULE
SEE
SC
HED
ULE
SCHED SCHED
SEE
9 STOREROOM LEVER
THRESHOLD
TO INCLUDE SELF CLOSING DEVICE
SELF-CLOSING DEVICEWEATHERSTRIPPING
CARD READERCONTACT PLATES
HARDWARE GROUPS
ALL RATED DOORS AND VESTIBULE DOORS
ALL EXTERIOR DOORS TO INCLUDE:
BI-FOLD1112
10
INSULATED
PUSH/PULL SELF CLOSING
PADDLE HANDLE STRIKE
PRIVACY LEVER
BYPASSING/ SLIDING
ENTRANCE LEVERPASSAGE LEVER
CLASSROOM LEVER
5
76
8
1
4
23
ELECTRIC LIFT
PAINT 5-7/8" -
A 3'-0" 7'-0" 1-3/4" CLEAR - 3 F1 HM PAINT 5-7/8" -
A 3'-0" 1-3/4" CLEAR - 3 HM PAINT 5-7/8" -
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT 5-7/8" -
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT
5-7/8"
-
ROOM
FINISHED FLOOR
WINDOW TYPESSCALE : 1/4" = 1'-0"
W1
WINDOW SCHEDULE
SIZE (WxH)
4'-0" x 3'-6"A W1
NUMBER
A
TYPE FRAMEDEPTH GLASSFINISH NOTE QTY
-- Slider WindowSAFETY- 2
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT 5-7/8" -
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT 5-7/8" -
CEILING
105 OFFICE
106
107
108
109
117
110
STORAGE
IT/SERVER
FLOORNAME
101
102
103
104
100
OFFICE
LOBBY
OFFICE
OPEN OFFICE
OFFICE
4" V
INYL
@
BASE
GYP
BD
WALL
S
FINISH SCHEDULE
SEA
LED
CO
NCR
VCT
MAT
CARPE
T
PAIN
T O
N G
YP
WALL
2x4
ACO
USTI
C
NO
NE
FRP
TO 4
' AFF
CONFERENCE
JANITOR
HALLWAY
MENS
All wall/ ceiling finishes to be min class C flame spreadAll floor finishes to be min class 2 critical radiant flux
Walls within 2' of urinals and water closets to have smooth, hard,nonabsorbent surface to a height of 4ft above floor minimum
FBC 803:FBC 804:
FBC1210.2:Floors in toilet/ bathing rooms to have smooth, hard,nonabsorbent surface extending 4" up walls
FBC1210.1:
Note:
EXIS
TING
EXIS
TING
EXIS
TING
105 OFFICE
106
107
108
109
110
STORAGE
HALLWAY
101
102
103
104
100
OFFICE
LOBBY
OFFICE
OPEN OFFICE
OFFICE
MENSWOMENS
BREAKROOM
A 3'-0" CLEAR - 3 F2 HM PAINT -5-7/8"
A 3'-0" 1-3/4" CLEAR - 3 F2 HM PAINT
8-1/4"
-
1-3/4"
F2
F2
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
Note: See Finish Specifications for stain/ paint colors
A 3'-0" 1-3/4" CLEAR - HM5 PAINT 5-7/8" -111 F27'-0"A 3'-0" 1-3/4" CLEAR - HM5 PAINT 5-7/8" -112 F27'-0"
B 3'-0" 1-3/4" CLEAR - HM3 PAINT 5-7/8" -113A F27'-0"
114
115
116B
A 3'-0" 1-3/4" CLEAR - HM3 PAINT 5-7/8" -117 F27'-0"
IT/SERVER
CONFRENCE
JANITOR
not used
WAREHOUSE
OFFICE
C 2 @ 3'-0" 1-3/4" CLEAR - 6 7'-4'' FINISHED OPENING HEIGHT 110A HALLWAY CLOSET 7'-0"
B 3'-0" 1-3/4" CLEAR - HM3 PAINT 5-7/8" -118 F27'-0"OFFICE HALLWAY
SEE
SC
HED
ULE
SEE
SCHED
C
- - - -
111
118
WOMENS 112
BREAKROOM113
PRODUCTION116
(not used)114
WAREHOUSE115
WH OFFICE
HALLWAY
LOCK
Aluminum track for
Wrapped drywall openingsliding glass (top and bottom)
4'-0"
all sides (typ) 3'-6
"3
'-6"
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
SC/OAK VENEER
HM
HM
HM
116A PRINTING
PRINTING
B
B
3'-0" 1-3/4" CLEAR - HM3 PAINT 8-1/4" -F27'-0"
3'-0" 1-3/4" CLEAR - HM3 PAINT 8-1/4" -F27'-0"
HM
(not used)
SB30 DB18B24
W3018
W2430 W3030
9'-0"
7'-0
"
2'-1
0"
9'-0"
SCALE : 1/4" = 1'-0"
CABINET ELEVATION (Rm 113)
B36
W2430
Adj shelf (typ)
Plastic laminatecountertop andbacksplash w/ stainlesssteel sink
Plastic laminatecabinetry
BREAKROOM B 3'-0" 1-3/4" CLEAR - HM3 PAINT 8-1/4" -113B F27'-0"SC/OAK VENEER
FINISH MATERIALS
ITEM MANUFACTURER MODEL
Cabinetry Wilsonart 4886-38
Countertops Wilsonart 4882-38
Carpet Mohawk New Basics III 719 Carbon Char
VCT Armstrong 51903 Blue/Grey
Vinyl base Johnsonite 20 Charcoal WG
Paint Sherwin Williams SW-7022 Online
Toilet partitions American Sanitary 961 Fog
Finish hardware - Brushed chrome
116C STEELPRINTING D 10'-0" 1-5/8" PREFIN - -7 - - Verify size with tenant-10'-0"
SEE SCHEDULE
D
SEE
SC
HED
ULE
High speed door
2"
Safety glass in all door and sidelight glazing
(not used)
DESCRIPTION
Fiberglass batt insulation at all restroom walls
MARK
1 WALL SCHEDULE
WALL HT STUD DESIGNATION WALL DEPTH
10A 3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea sideto 10'-0" aff
3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea sideto 10'-0" aff w/ 3-1/2" batt insulation
3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea sideto 12'-0" aff
10B
12A
12B
(2) 3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd roomsides to 12'-0" aff w/ fiberglass batt insulation(plumbing chase wall)
6" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd type X eachside to underside of roof deck (35' aff-verify)(1 hr rated tenant demising wall)
35X
362S162-18(25 ga) 4-7/8"
35'-0"
12'-0" 362S162-18(25 ga) 4-7/8"
Note: Non-load bearing partitions walls: design dead load 5psf/ deflection limit L/120
RATING
1 HR
-
-
362S162-18(25 ga)
600S1200-43(18 ga)
362S162-18(25 ga)10'-0''
12-0" 4-7/8"-
- 4-7/8"
3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd roomside to 12'-0" aff w/ 3-1/2" batt insulation w/ vapor barrier onwinter warm side
12C 12-0" 8-1/2"-362S162-33(20 ga)
12D 12-0" 600S162-18(25 ga)
7-1/4"
-
6'' metalstuds @ 16'' oc to underside of roof deck (35' aff,verify); 1 layer 5/8'' gyp board and batt insulation to 12'-0''aff office side;1 layer 5/8'' gyp board to underside of deckwarehouse side
35A 35-0" -
10-0"
7-1/4"
4-1/4"
3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea sideto 12'-0" aff w/ 3-1/2" batt insulation
600S1200-43(18 ga)
14B 14'-0" 362S162-33(20 ga) 4-7/8"-3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea side
to 14'-0" aff w/ 3-1/2" batt insulation
DESCRIPTION
Fiberglass batt insulation at all restroom walls
MARK
1 WALL SCHEDULE
WALL HT STUD DESIGNATION WALL DEPTH
10A 3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea sideto 10'-0" aff
3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea sideto 10'-0" aff w/ 3-1/2" batt insulation
3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea sideto 12'-0" aff
10B
12A
12B
(2) 3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd roomsides to 12'-0" aff w/ fiberglass batt insulation(plumbing chase wall)
6" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd type X eachside to underside of roof deck (35' aff-verify)(1 hr rated tenant demising wall)
35X
362S162-18(25 ga) 4-7/8"
35'-0"
12'-0" 362S162-18(25 ga) 4-7/8"
Note: Non-load bearing partitions walls: design dead load 5psf/ deflection limit L/120
RATING
1 HR
-
-
362S162-18(25 ga)
600S1200-43(18 ga)
362S162-18(25 ga)10'-0''
12-0" 4-7/8"-
- 4-7/8"
3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd roomside to 12'-0" aff w/ 3-1/2" batt insulation w/ vapor barrier onwinter warm side
12C 12-0" 8-1/2"-362S162-33(20 ga)
12D 12-0" 600S162-18(25 ga)
7-1/4"
-
6'' metalstuds @ 16'' oc to underside of roof deck (35' aff,verify); 1 layer 5/8'' gyp board and batt insulation to 12'-0''aff office side;1 layer 5/8'' gyp board to underside of deckwarehouse side
35A 35-0" -
10-0"
7-1/4"
4-1/4"
3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea sideto 12'-0" aff w/ 3-1/2" batt insulation
600S1200-43(18 ga)
14B 14'-0" 362S162-33(20 ga) 4-7/8"-3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea side
to 14'-0" aff w/ 3-1/2" batt insulation
DESCRIPTION
Fiberglass batt insulation at all restroom walls
MARK
1 WALL SCHEDULE
WALL HT STUD DESIGNATION WALL DEPTH
10A 3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea sideto 10'-0" aff
3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea sideto 10'-0" aff w/ 3-1/2" batt insulation
3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea sideto 12'-0" aff
10B
12A
12B
(2) 3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd roomsides to 12'-0" aff w/ fiberglass batt insulation(plumbing chase wall)
6" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd type X eachside to underside of roof deck (35' aff-verify)(1 hr rated tenant demising wall)
35X
362S162-18(25 ga) 4-7/8"
35'-0"
12'-0" 362S162-18(25 ga) 4-7/8"
Note: Non-load bearing partitions walls: design dead load 5psf/ deflection limit L/120
RATING
1 HR
-
-
362S162-18(25 ga)
600S1200-43(18 ga)
362S162-18(25 ga)10'-0''
12-0" 4-7/8"-
- 4-7/8"
3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd roomside to 12'-0" aff w/ 3-1/2" batt insulation w/ vapor barrier onwinter warm side
12C 12-0" 8-1/2"-362S162-33(20 ga)
12D 12-0" 600S162-18(25 ga)
7-1/4"
-
6'' metalstuds @ 16'' oc to underside of roof deck (35' aff,verify); 1 layer 5/8'' gyp board and batt insulation to 12'-0''aff office side;1 layer 5/8'' gyp board to underside of deckwarehouse side
35A 35-0" -
10-0"
7-1/4"
4-1/4"
3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea sideto 12'-0" aff w/ 3-1/2" batt insulation
600S1200-43(18 ga)
14B 14'-0" 362S162-33(20 ga) 4-7/8"-3-5/8" metal studs @ 16" oc w/ 1 layer 5/8" gyp bd ea side
to 14'-0" aff w/ 3-1/2" batt insulation
B102ENLARGED FLOOR PLAN & SCHEDULES
SHEET NUMBER
WE
STR
OC
KC
EN
TRA
L FL
OR
IDA
CO
MM
ER
CE
CE
NTE
RB
UIL
DIN
G #
415
21 S
CO
UN
TY L
INE
RO
AD
PLA
NT
CIT
Y, F
L 3
35
66
1
RE
VIS
ION
SP
RO
PO
SE
D T
EN
AN
T IM
PR
OV
EM
EN
T FO
R:
CLI
EN
T:
CE
NTR
AL
FLO
RID
AD
EV
ELO
PM
EN
T
30
0 E
AG
LES
LA
ND
ING
DR
LAK
ELA
ND
, FL
33
80
2
SC
ALE
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
ISS
UE
DA
TE:
PR
OJE
CT:
2 3 4 5
X
AVA
NTI
THE
co
nsul
ting
eng
ine
ers
P (8
13) 6
55-2
884
ww
w.a
vant
itam
pa
.co
m
FLO
RID
A C
ERTIF
ICAT
E O
FAU
THO
RIZA
TION
No
. 265
37
1345
N. F
alk
enb
urg
Rd
.Ta
mp
a, F
lorid
a 3
3619
JC DM
S
XX-X
X-21
21-1
76
AS
SH
OW
N
I CERTIFY TO THE BEST OFMY KNOWLEDGE THAT THEDRAWINGS &SPECIFICATIONS COMPLYWITH THE APPLICABLEMINIMUM BUILDING CODES
10-1
1-21
PR
OG
RE
SS
SE
T -
NO
T FO
R C
ON
STR
UC
TIO
N/B
ID
SCALE: 1/8" = 1'-0"N ENLARGED FLOOR PLAN
\\A
van
ti-N
AS\C
om
pan
y Files\P
ro
jects\2021\21-176 C
FD
W
estR
ock\B
uild
in
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\21-179 B
001.d
wg
, 10/11/2021 9:23:13 A
M, D
avid
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105
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116C
FIXTURE
2 LAMP EMERGENCY LIGHT W/ MIN 90 MINUTE
2'x2' 2 LAMP LED TROFFER FIXTURE
2'x4' 4 LAMP LED TROFFER FIXTURE
2'x4' 3 LAMP LED TROFFER FIXTURE
EXIT LIGHT FIXTURE W/ MIN 90 MINUTE
FAN/ LIGHT COMBINATION
DESCRIPTION
CEILING LEGEND
EXHAUST FAN
BATTERY BACKUP
BATTERY BACKUP
COMBINATION EMERGENCY LIGHT/ EXITFIXTURE W/ MIN 90 MINUTE BATTERY BACKUP
FIXTURE
2 LAMP EMERGENCY LIGHT W/ MIN 90 MINUTE
2'x2' 2 LAMP LED TROFFER FIXTURE
2'x4' 4 LAMP LED TROFFER FIXTURE
2'x4' 3 LAMP LED TROFFER FIXTURE
EXIT LIGHT FIXTURE W/ MIN 90 MINUTE
FAN/ LIGHT COMBINATION
DESCRIPTION
CEILING LEGEND
EXHAUST FAN
BATTERY BACKUP
BATTERY BACKUP
COMBINATION EMERGENCY LIGHT/ EXITFIXTURE W/ MIN 90 MINUTE BATTERY BACKUP
FIXTURE
2 LAMP EMERGENCY LIGHT W/ MIN 90 MINUTE
2'x2' 2 LAMP LED TROFFER FIXTURE
2'x4' 4 LAMP LED TROFFER FIXTURE
2'x4' 3 LAMP LED TROFFER FIXTURE
EXIT LIGHT FIXTURE W/ MIN 90 MINUTE
FAN/ LIGHT COMBINATION
DESCRIPTION
CEILING LEGEND
EXHAUST FAN
BATTERY BACKUP
BATTERY BACKUP
COMBINATION EMERGENCY LIGHT/ EXITFIXTURE W/ MIN 90 MINUTE BATTERY BACKUP
2x4 acoustic gridceiling at 9'-0" aff 2x4 acoustic grid
ceiling at 12'-0" aff
2x4 acoustic gridceiling at 10'-0" aff
10'-0"
10'-0"10'-0"10'-0"
10'-0"
10'-0"
10'-0"
10'-0"10'-0"
10'-0"
10'-0"10'-0"
12'-0"
9'-0"
2x4 acoustic gridceiling at 9'-0" aff 2x4 acoustic grid
ceiling at 12'-0" aff
2x4 acoustic gridceiling at 10'-0" aff
10'-0"
10'-0"10'-0"10'-0"
10'-0"
10'-0"
10'-0"
10'-0"10'-0"
10'-0"
10'-0"10'-0"
12'-0"
9'-0"
2x4 acoustic gridceiling at 9'-0" aff 2x4 acoustic grid
ceiling at 12'-0" aff
2x4 acoustic gridceiling at 10'-0" aff
10'-0"
10'-0"10'-0"10'-0"
10'-0"
10'-0"
10'-0"
10'-0"10'-0"
10'-0"
10'-0"10'-0"
12'-0"
9'-0"
See Enlarged Ceiling Plan
See Electrical dwgs forwarehouse lighting
See Enlarged Ceiling Plan
See Electrical dwgs forwarehouse lighting
See Enlarged Ceiling Plan
See Electrical dwgs forwarehouse lighting
B201OVERALL & ENLARGED CEILING PLAN
SHEET NUMBER
WE
STR
OC
KC
EN
TRA
L FL
OR
IDA
CO
MM
ER
CE
CE
NTE
RB
UIL
DIN
G #
415
21 S
CO
UN
TY L
INE
RO
AD
PLA
NT
CIT
Y, F
L 3
35
66
1
RE
VIS
ION
SP
RO
PO
SE
D T
EN
AN
T IM
PR
OV
EM
EN
T FO
R:
CLI
EN
T:
CE
NTR
AL
FLO
RID
AD
EV
ELO
PM
EN
T
30
0 E
AG
LES
LA
ND
ING
DR
LAK
ELA
ND
, FL
33
80
2
SC
ALE
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
ISS
UE
DA
TE:
PR
OJE
CT:
2 3 4 5
X
AVA
NTI
THE
co
nsul
ting
eng
ine
ers
P (8
13) 6
55-2
884
ww
w.a
vant
itam
pa
.co
m
FLO
RID
A C
ERTIF
ICAT
E O
FAU
THO
RIZA
TION
No
. 265
37
1345
N. F
alk
enb
urg
Rd
.Ta
mp
a, F
lorid
a 3
3619
JC DM
S
XX-X
X-21
21-1
76
AS
SH
OW
N
I CERTIFY TO THE BEST OFMY KNOWLEDGE THAT THEDRAWINGS &SPECIFICATIONS COMPLYWITH THE APPLICABLEMINIMUM BUILDING CODES
10-1
1-21
PR
OG
RE
SS
SE
T -
NO
T FO
R C
ON
STR
UC
TIO
N/B
ID
SCALE: 1/8" = 1'-0"N ENLARGED CEILING PLAN
SCALE: 1/8" = 1'-0"N OVERALL CEILING PLAN
\\A
van
ti-N
AS\C
om
pan
y Files\P
ro
jects\2021\21-176 C
FD
W
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uild
in
g\D
WG
\21-179 B
001.d
wg
, 10/11/2021 9:23:19 A
M, D
avid
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896'-0"
50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"48'-0"
896'-0"
50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"48'-0"
896'-0"
50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"48'-0"
28K9 STEEL BAR JOISTS28K10 STEEL BAR JOISTS 28K10 STEEL BAR JOISTS 28K9 STEEL BAR JOISTS
28K9 STEEL BAR JOISTS
28K9 STEEL BAR JOISTS
28K9 STEEL BAR JOISTS
6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0"
6'-3"TYPUNO
4'-0"
56G-9N-10.0K
2'-0"
56G-8N-9.9K
44G-8N-10.5K
30K11 STEEL BAR JOISTS
56G-8N-9.9K 56G-8N-9.9K 56G-8N-9.9K 56G-8N-10.3K 56G-8N-10.3K 56G-8N-9.9K 56G-8N-9.9K 56G-8N-9.9K
56G-8N-9.6K 56G-8N-9.9K 56G-8N-9.9K 56G-8N-9.9K 56G-8N-9.9K 56G-8N-9.9K 56G-8N-9.9K 56G-8N-9.9K 56G-8N-9.9K 56G-8N-9.9K
44G-8N-10.8K 44G-8N-10.8K 44G-8N-10.8K 44G-8N-10.8K 44G-8N-10.8K 44G-8N-10.8K 44G-8N-10.8K 44G-8N-10.8K 44G-8N-10.8K
B301ROOF PLAN
SHEET NUMBER
WE
STR
OC
KC
EN
TRA
L FL
OR
IDA
CO
MM
ER
CE
CE
NTE
RB
UIL
DIN
G #
415
21 S
CO
UN
TY L
INE
RO
AD
PLA
NT
CIT
Y, F
L 3
35
66
1
RE
VIS
ION
SP
RO
PO
SE
D T
EN
AN
T IM
PR
OV
EM
EN
T FO
R:
CLI
EN
T:
CE
NTR
AL
FLO
RID
AD
EV
ELO
PM
EN
T
30
0 E
AG
LES
LA
ND
ING
DR
LAK
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FLO
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A C
ERTIF
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No
. 265
37
1345
N. F
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3619
JC DM
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XX-X
X-21
21-1
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AS
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OW
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I CERTIFY TO THE BEST OFMY KNOWLEDGE THAT THEDRAWINGS &SPECIFICATIONS COMPLYWITH THE APPLICABLEMINIMUM BUILDING CODES
10-1
1-21
PR
OG
RE
SS
SE
T -
NO
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ON
STR
UC
TIO
N/B
ID
SCALE: 1/16" = 1'-0"N ROOF PLAN
SCALE: NTSNKEY PLAN
AREA OF WORK
ROOF FRAMING GENERAL NOTES1. SEE DETAIL 2/B301 FOR ROOF DECK OPENING FRAMING (ie ROOF
HATCH). SEE MECHANICAL DWGS FOR LOCATION IF APPLICABLE.
2. SEE DETAIL 1/B301 FOR RTU SUPPORT FRAME SIZE.
3. NO BAR JOIST SHALL SUPPORT MORE THAN ONE RTU (UNLESSNOTED OTHERWISE).
4. SEE DETAIL 3/B301 FOR BAR JOIST STIFFENER REQUIREMENTS.
5. ALL FRAMING SHOWN IS EXISTING.
ROOF TOP UNIT FRAME SCHEDULEUNIT WEIGHT0 - 1,000 lbs.1,001 - 2,500 lbs.2,501 - 6000 lbs.
ROOF TOP CURB
SOLID BLOCKINGBETWEEN DECK &SUPPORT ANGLEFRAME AT EACHFASTENER LOCATION
RTU SUPPORT FRAMEMEMBER @ 6'-0" OC MAXw/ SIZE PER SCHEDULE
#12 TEK SCREWS @12" OC (CURB TOSUPPORT FRAME)
WOOD FILLERAS REQUIRED
FUTURE ROOFTOP UNIT
L6x6x38"
L4x4x14"
L3x3x14"
ANGLE SIZE
BAR JOISTPER PLAN
L3x3x14" JOIST
WEB STIFFENERAT EACH ANGLECONNECTION
# 12 TEK SCREWS INTOCURB @ 4" FROM EACHCORNER & 24" OC MAX(MIN 3 PER SIDE), TYP ALL(4) SIDES
1
B301
RTU SUPPORT FRAMINGSCALE: 3/4" = 1'-0"
1/8"TYP
EXISTING ROOFING
OPENING WIDTH VARIES,COORDINATE WITH
MECHANICAL DWG'S
L3x3x14" ANGLE FRAME
INSTALLED FLUSH W/TOP OF BAR JOIST
METAL DECKPER PLAN
6" OC ANGLE TYPDECK TO
1/8"
5/8"
2
B301
ROOF OPENING FRAMINGSCALE: 3/4" = 1'-0"
ROOFING PERARCH DWGS
L3x3x1/4" EACH SIDE
LOCATION OFCONCENTRATED LOAD
(E) BAR JOIST
TO NEAREST PANELPOINT ON BOTTOMCHORD
TO NEAREST PANELPOINT ON TOP CHORD
LOCATION OFCONCENTRATED LOAD
(E) BAR JOIST
L3x3x1/4" EACH SIDE
OVER 3"
OVER 3"
TYP1/8"
3
B301
BAR JOIST STIFFENER REQUIREMENTSSCALE: 3/4" = 1'-0"
NOTES:
1. STIFFENER REQUIRED IF LOADIS GREATER THAN 3" FROMPANEL POINT OF JOIST.
2. STIFFENER NOT REQUIRED IFCONCENTRATED LOAD ISLESS THAN 100 POUNDS.
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001.d
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, 10/11/2021 9:23:24 A
M, D
avid
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David
Callout
NEED TO ADD RTUS DMS
