HomeMy WebLinkAbout1902-0589 BUILDING PLANS PAGE 58-777440 COMMERCIAL CIRCLE
FORT PIERCE, FL 34951
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SECURITY
AC0.00 ACCESS CONTROUVIDEO SURVEILLANCE COVER SHEET
AC1.00 ACCESS CONTROL AND INTRUSION DETECTION PLAN
AC1.10 VIDEO SURVEILLANCE PLAN
AC5.00 ACCESS CONTROUVIDEO SURVEILLANCE DETAILS
AC5.01 ACCESS CONTROWIDEO SURVEILLANCE DETAILS
AC5.02 ACCESS CONTROUVIDEO SURVEILLANCE DETAILS
AC5.03 ACCESS CONTROWIDEO SURVEILLANCE DETAILS
AC5.04 ACCESS CONTROUVIDEO SURVEILLANCE DETAILS
GENERAL NOTES CODE SUMMARY PROJECT DIRECTORY
1. EXISTING BUILDING CONDITIONS ARE BASED ON OWNER -PROVIDED DRAWINGS AND
FIELD VERIFICATION, VERIFY EXACT LOCATIONS AND CONDITIONS IN FIELD PRIOR TO
CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, NOTIFY ARCHITECT FOR
CLARIFICATION.
2. REFER TO ALL DRAWINGS SHOWING NEW CONSTRUCTION AND COORDINATE
DEMOLITION REQUIRED TO COMPLETE NEW WORK SHOWN.
3, REFER TO DEMOLITION DRAWINGS AND OTHER DRAWINGS TO DETERMINE
LOCATIONS THAT REQUIRE PATCHING DUE TO REMOVAL OF EXISTING ITEMS,
INCLUDING MECHANICAL, PLUMBING AND ELECTRICAL ITEMS.
4. PATCH ALL DISTURBED EXISTING SURFACES WITH MATERIALS TO MATCH EXISTING
ADJACENT SURFACE CONSTRUCTION.
5. PATCH, REPAIR, AND PREPARE ALL EXISTING WALLS AS RECOMMENDED BY
MANUFACTURER OF NEW FINISH, WHERE NEW FINISHES ARE INDICATED.
6. REFER TO MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS FOR SIZE AND
LOCATION OF CHASES, WALL AND FLOOR OPENINGS AND RECESSES, ETC IF
REQUIRED. COORDINATE WITH CONSTRUCTION MANAGER I GENERAL CONTRACTOR
AND ALL AFFECTED TRADES.
7. THE WORK DELINEATED IN THESE DRAWINGS AND DESCRIBED IN THE SPECIFICATION
SHALL CONFORM TO ALL CODES AND STANDARDS THAT HAVE JURIDICTION IN THE
STATE AND CITY IN WHICH THE FACILITY IS BEING BUILT.
8, ALL REQUIREMENTS AND REGULATIONS PERTAINING TO THE ACCESSIBILITY AND
OHSA MUST BE INCORPORATED INTO THE WORK EVEN IF NOT LISTED IN THE
DRAWINGS AND SPECIFICATIONS.
9. UNLESS OTHERWISE SHOWN OR NOTED, ALL TYPICAL DETAILS SHALL BE USED
WHERE APPLICABLE.
10. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND
COMPLETELY RESONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING
SAFETY OF THE PERSONS AND PROPERTY AND FOR ALL INDEPENDENT ENGINEERING
REVIEWS OF THESE_ CONDITIONS. THE ARCHITECT'S OR ENGINEER'S JOB SITE
REVIEW (IF IT OCCURS) IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF
THE CONTRACTOR'S SAFETY MEASURES.
11. CONSTRUCTION WORK WILL NOT BLOCK MEANS OF EGRESS.
12. G.C. SHALL FURNISH ONE EMPTY DUMPSTER AT PROJECT TURNOVER TO OWNER FOR
STORE'S OF CARDBOARD, TRASH, ETC.
13. ALL PLYWOOD AND MDF USED ON THIS PROJECT SHALL BE FORMALDEHYDE FREE.
ALL PAINT, ADHESIVES, SEALANTS AND CAULKS SHALL BE VOC FREE.
NOTES:
1. PROVIDE SECURITY FILM ON ALL EXTERIOR WAREHOUSE GLAZING AREAS 10' A.F.F.
OR LOWER. ALIGN TOP OF FILM TO NEAREST HORIZONTAL WINDOW MULLION.
CCD(`I IDITV CH AA Ch11AI Tn Qn1 VV CVD 9799 CA CCTV CA A,nD, ACT nC I , I RA An ".%A
EXISTING COLUMN BUBBLE AND LINE
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DEMOLITION TAG
APPLICABLE CODES: 2017 FLORIDA BUILDING CODE SIXTH EDITION (FBC 2017 611
EDITION) ADOPTS 2015 INTERNATIONAL BUILDING CODE
(IBC 2015) WITH AMENDMENTS
BUILDING: FBC 6th EDITION (2017)-BUILDING
FBC fish EDITION (2017)-EXISTING BUILDING
MECHANICAL: FBC 6fh EDITION (2017)-MECHANICAL
PLUMBING: FBC 6th EDITION (2017)-PLUMBING
ELECTRICAL: FBC 6th EDITION (2017)-ELECTRICAL
ENERGY CODE: FBC 6th EDITION (2017)-ENERGY CONSERVATION CODE
ACCESSIBILITY CODE: FBC 61h EDITION (2017)-ACCESSIBILITY
FIRE CODE: FFPC 6m EDITION (2015)-FLORIDA FIRE PREVENTION CODE
ADOPTS NFPA 1 FIRE CODE 2015 AND
NFPA 101 FIRE (2015) EDITION WITH FLORIDA AMENDMENTS
A. EXISTING BUILDING: NO CHANGE TO BUILDING FOOTPRINT
1. OCCUPANCY (FBC 311.2) AND OCCUPANT LOAD (FBC T-10004.1.2):
NON -SEPARATED MIXED USE (FBC 508.3)
a. S-1:MODERATE-HAZARD STORAGE (EXISTING TO REMAIN)
• 52,450 SF / 500 = 105
b. B: BUSINESS
• 5,218 SF 1100 = 52
c. A3: ASSEMBLY; ACCESSORY TO S-1 (LESS THAN 10% UFA) (FFPC 6.1.14.1.3 (3) and
(4), .1.14.1.4 and FBC 508.2.4)
• 2,820 SF / 15 = 188
d. TOTAL 60,428 SF = 345 OCCUPANTS
2. EXISTING USE: PACK AND SORT FACILITY
3. PROPOSED USE: NO CHANGE
4. CONSTRUCTION: TYPE II-B (FBC 602.2) (NO CHANGE)
5. AUTOMATIC FIRE SUPPRESSION:
a. FACILITY FULLY SPRINKLERED (FBC 903.2.9)
b. FIRE EXTINGUISHERS: MAX TRAVEL DISTANCE 75 FEET (FBC 906, T-906.3)
c. FIRE SUPPRESSION - DEFERRED SUBMITTAL
d. SMOKE AND HEAT REMOVAL: NOT REQUIRED; ESFR SPRINKLERS (FBC 910.2 -
EXCEPTION 2)
6. BUILDING HEIGHT (NO CHANGE):
a. ALLOWABLE HEIGHT: 75 FEET (FBC 504, T-503)
b. ALLOWABLE STORIES: 3 (FBC 504, T-503)
c. ACTUAL: 1 STORY
7. BUILDING AREA (ACTUAL): 59,574 SF (NO CHANGE)
a. ALLOWABLE AREA FACTOR: 70,000 SF (T-506.2)
B. MIN TYPE II-B CONSTRUCTION REQUIREMENTS (FBC T-601; UNO):
1. STRUCTURAL FRAME: 0-HR.
2. EXTERIOR WALLS: 0-HR.
3. INTERIOR WALLS: 0-HR.
4. FLOOR CONSTRUCTION: 0-1!R.
5. ROOF CONSTRUCTION: 0-HR.
6. OTHER NON -BEARING PARTITIONS: 0-HR. (FBC T-601)
7. CORRIDORWALLS: 0-HR. (FBC T-1018.1)
C. MEANS OF EGRESS REQUIREMENTS:
1. S-1 - STORAGE:
A. REQUIRED: MAX TRAVEL DISTANCE: 400 FT. (FBC T-1017.2, 1017.2.2)
B. PROVIDED: MAX TRAVEL DISTANCE: 278 FT.
2. B - BUSINESS:
A. REQUIRED: MAX TRAVEL DISTANCE: 300 FT. (FBC T-1017.2)
B. PROVIDED: MAX TRAVEL DISTANCE: 119 FT.
C. ACCESSORY: ASSEMBLY (A-3)
a. REQUIRED: MAX TRAVEL DISTANCE: 250 FT. (FBC T-1017.12
b. PROVIDED: MAX TRAVEL DISTANCE: 243 FT.
3. MAX COMMON PATH OF TRAVEL:
A. MODERATE -HAZARD STORAGE (S-1): 100 FT. (FBC T-1021.2)
4. EGRESS WIDTH (PER OCCUPANT):
A. DOORS: 0.2" (FBC 1005.1)
5. MIN CORRIDOR WIDTHS: 44" (FBC T-1018.2)
6. MAX DEAD END CORRIDOR: 50 FT. (FBC 1018.4, EX.2)
7. REMOTENESS OF EXITS:
A. MINIMUM REQUIRED= 123'-0" (1/3 DIAGONAL) (FBC 1015.2.1, EX.2)
B. PROVIDED= 323'-0"
E. PLUMBING FIXTURE REQUIREMENTS (FPC T-2902.1):
1. PLUMBING FIXTURES:
A. REQUIRED:
a. MODERATE HAZARD STORAGE (S-1) (105 PERSONS/53 PER GENDER)
• WC: 11100
• 1 PER GENDER
• L: 1/100
• 1 PER GENDER
b. BUSINESS (B) (52 PERSONS/26 PER GENDER)
• WC: 1125 FOR FIRST 50, REMAINDER 1/50
1. 2 PER GENDER
• L: 1/40 FOR FIRST 80, REMAINDER 1/80
1. 1 PER GENDER
c. ASSEMBLY (A-3) (188 PERSONS/94 PER GENDER)
• WC: 1/125 (MALE), 1/65 (FEMALE)
• 1 MALE
• 2 FEMALE
• L: 1/200
• 1 PER GENDER
d. TOTAL REQUIRED:
• WC: 4 (MALE), 5 (FEMALE)
• L: 3 (MALE), 3 (FEMALE)
B. PROVIDED:
• WC: 10 (6 + 4 URINAL) (MALE), 10 (FEMALE)
• L: 6 (MALE), 6 (FEMALE)
C. SERVICE SINK: 1 REQUIRED, 2 PROVIDED
D. DRINKING FOUNTAINS: 3 REQUIRED, 4 PROVIDED
2. MAX TRAVEL DISTANCE TO TOILET ROOMS:
A. REQUIRED: 1 STORY, 500 FT. (FPC 403.3.3)
1. MAX SUBSTITUTION OF URINAL FOR WC IN ANYONE TOILET ROOM: 50% (FPC 419.2)
PROJECT ADDRESS
DELIVERY STATION (FULL SCOPE) - DVB1
7440 COMMERCIAL CIRCLE
FORT PIERCE, FL 34951
TENANT CONSTRUCTION MANAGER
MATT THOMAS
CONTACT:
• 914.525.7804
PROJECT MANAGER
BRANDON HARTWICK
PROGRESSIVE AE
18114 MILE ROAD, NE
GRAND RAPIDS, MI 49525
CONTACT:
• HARTWICKB@PROGRESSIVEAE.COM
• 616.361.8545
ARCHITECTURAL
NEIL ESDAILLE
PROGRESSIVE AE
18114 MILE ROAD, NE
CONTACT:
• ESDAILLEN@PROGRESSIVEAE.COM
• 616.447.3341
STRUCTURAL
TIM DENHARTIGH
JDH STRUCTURAL ENGINEERING
3000 IVAN REST SW - SUITE B
GRANDVILLE, MI 49418
CONTACT:
• TIM.DENHARTIGH@JDHENG.COM
• 616.531,6020
MECHANICAL/PLUMBING
BRIAN PECENY
PROGRESSIVE AE
18114 MILE ROAD, NE
GRAND RAPIDS, MI 49525
CONTACT:
• PECENYB@PROGRESSIVEAE.COM
• 616.365.6541
ELECTRICAL
SEAN VAN HAREN
PROGRESSIVE AE
18114 MILE ROAD, NE
GRAND RAPIDS, MI 49525
CONTACT:
• VANHARENS@PROGRESSIVEAE.COM
• 616.361.2664
SECURITY AND TELECOM (LV)
ANDREWLICHTENBERGER
IES COMMUNICATIONS
2801 S. FAIR LN.
TEMPE, AZ 85282
CONTACT:
• ANDREW.LICHTENBERGER@IESCOMM.COM
FLORIDA PRODUCT APPROVAL
CATEGORY
SUBCATEGORY
MANUFACTURER
I F.P.A. #
DESIGN PRESSURE
EXTERIOR DOORS
EXTERIOR DOOR COMPONENTS
CECO DOOR
FL4553-Rll
N/A
EXTERIOR DOORS
EXTERIOR DOOR COMPONENTS
CORNELL
FL4636-R5
N/A
EXTERIOR DOORS
EXTERIOR DOOR COMPONENTS
WAYNEDALTON
FL9166-R8
NIA
NOTE:
GENERAL CONTRACTOR SHALL SUBMIT (DEFERRED SUBMITTALS) FLORIDA PRODUCT APPROVAL. (F.P.A.) TO ARCHITECT OF RECORD & THE BUILDING
DEPARTMENT FOR ANY ITEMS USED OTHER THAN THE ONES LISTED ABOVE.
DRAWING INDEX
GENERAL
G0.01 TITLE DRAWING
G0.02 ABBREVIATIONS, SYMBOLOGY, ACCESSIBILITY GUIDELINES
G0.03 SIGNAGE AND GRAPHIC DETAILS
G0.04 SIGNAGE LOCATION DETAILS
G0.05 PARTITION WALL DETAILS AND NOTES
G0.06 LIFE SAFETY AND CODE COMPLIANCE FLOOR PLAN
STRUCTURAL
S0.1
STRUCTURAL NOTES AND SCHEDULES
S1.0
OVERALL PLAN
S1.1
OFFICE BLOCK PLAN
S1.2
ROOF FRAMING
S2.1
FOUNDATION DETAILS
S3.1
FRAMING DETAILS
ARCHITECTURAL
D1.0 DEMOLITION FLOOR PLAN
A1.0 FLOOR PLAN
A1.1 REFLECTED CEILING PLAN
A1.2 FINISH AND SIGNAGE PLAN
A2.0 ENLARGED OFFICE BLOCK AND RESTROOM PLAN
A2.1 ENLARGED REFLECTED CEILING PLAN
A2.2 ENLARGED FINISH PLAN AND FINISH SCHEDULE
A3.0 EXTERIOR ELEVATIONS
A4.0 WALL SECTION AND DETAILS
A5.0 INTERIOR ELEVATIONS
A5.1 INTERIOR AND EXTERIOR DETAILS
A6.0 DOOR SCHEDULE AND DETAILS
A7.0 INTERIOR DOOR HARDWARE
A7.1 INTERIOR DOOR HARDWARE
A7.2 EXTERIOR DOOR HARDWARE
A8.0 SPECIFICATIONS
A8.1 SPECIFICATIONS
FIRE PROTECTION
FP1.0 FIRE PROTECTION PLAN
FP2.0 FIRE PROTECTION SPECIFICATIONS
PLUMBING
P0.01
GENERAL PLUMBING INFORMATION
P1.0
PLUMBING FLOOR PLAN
P4.1
ENLARGED PLUMBING FLOOR PLANS
P4.2
ENLARGED PLUMBING FLOOR PLANS
P5.0
PLUMBING SCHEDULES AND DETAILS
MECHANICAL SCANNED
ED
M0.01 GENERAL MECHANICAL INFORMATION StLacie(`,nri
MH1.0 FIRST FLOOR HVAC PLANET. LUCIE COUNTY Flii is
MH4.1 ENLARGED HVAC FLOOR ftNUARSHALS OfrF V
MH4.2 ENLARGED HVAC FLOORRkAN*WED AND Air'
MH4.3 ENLARGED HVAC FLOOR RLMWED BY:
M6.0 MECHANICAL SCHEDULE@ATE: _
M7.0 MECHANICAL SPECIFICATIONS 3_ez"'
ELECTRICAL
E0.01 ELECTRICAL NOTES AND ABBREVIATIONS
E0.02 ELECTRICAL ENERGY CODE COMPLIANCE FORMS
E0.03 ELECTRICAL ENERGY CODE COMPLIANCE FORMS
E0.04 ELECTRICAL SITE PLAN
E1.0 WAREHOUSE POWER PLAN
E1.1 ENLARGED POWER PLAN
E2.0 WAREHOUSE LIGHTING PLAN
E2.1 ENLARGED LIGHTING PLAN
E4.0 ELECTRICAL ONE -LINE & SCHEDULES
E5.0 ELECTRICAL PANEL SCHEDULES
E5.1 ELECTRICAL PANEL SCHEDULES
E7.0 WAREHOUSE PHOTOMETRIC PLAN
E7.1 WAREHOUSE EMERGENCY PHOTOMETRIC PLAN
E7.2 ENLARGED PHOTOMETRIC PLAN
E7.3 ENLARGED EMERGENCY PHOTOMETRIC PLAN
E7.4 SITE PHOTOMETRIC PLAN
TELECOM
T0.00
TELECOMMUNICATIONS COVER SHEET
T1.00
AEN/IDF DEVICE PLAN
T4.00
BACKBONE CABLING AND RISER DIAGRAM
T4.01
DEMARCATION ROOM LAYOUT
T5.00
TELECOMMUNICATIONS DETAILS
T5.01
TELECOMMUNICATIONS DETAILS
T5.02
TELECOMMUNICATIONS DETAILS
T5.03
TELECOMMUNICATIONS DETAILS
T5.04
TELECOMMUNICATIONS DETAILS
T5.05
TELECOMMUNICATIONS DETAILS
THESE PLANS HAVE SEEN
IN ACCORDANCE WITH TH
BUILDING CODE.
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Job Number 83460006
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Sheet Title
PLUM:
DATE:
MECH: 6s
DATE: 7
REVILE C E F ID PLIERAWING
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STRAIGHT GRAB BAR: 42" (HORIZONTAL SIDE WALL)
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8. WALL MOUNTED WATER CLOSET
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DETECTION
ELECTRIC WATER
24" OR MORE
COOLER
1. PLUMBING FIXTURES
NOTE;
SEE BUILDING CODE(S)
FOR REQUIRED WIDTH AT
1'4'T-0" 1'-0"
CORRIDORS
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MIN.CLEAR
FLOOR AREA
D\P
5' TEE
MIN.CLEAR 4
FLOOR AREA
ACCESSIBLE CLEAR TURNING AREAS
10" 1
MIN.
MAX
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1" MIN
NOT TO SCALE
MAXIMUM
HEIGHT OF
OBSTRUCTION
OBSTRUCTED
ALLOWED AT SIDE
HIGH SIDE REACH
REACH ONLY
MAX b
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EXTENT OF UNOBSTRUCTED
ACCESSIBLE COUNTERTOP
FORWARD AND SIDE REACH
2. ACCESSIBLE CLEARANCES
NOT TO SCALE
VINYL GRAPHICS GENERAL NOTES
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DOOR SIGNS:
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SEE DOOR SIGN PLACEMENT DETAIL ON THIS SHEET FOR MOUNTING HEIGHTS.
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SPECIFICATIONS:
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SEE AMAZON WORLDWIDE REAL ESTATE SIGNAGE STANDARDS (REV. 10) FOR COLOR
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GENERAL NOTES AND ADDITIONAL SIGNAGE COLORS.
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DESCRIPTION:
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CUSTOM CUT VINYL GRAPHICS, ATTACHED TO FIRST SURFACE OR EXTERIOR GLASS.
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GRAPHICS AND TYPOGRAPHY:
SIGN GRAPHICS ARE HEAVY DUTY'3M' VINYL. LOGO IS A HIGH RESOLUTION DIGITAL PRINT ON
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PERMANENT ADHESIVE PRESSURE SENSITIVE VINYL SUBSTRATE WITH LUSTER OVER
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LAMINATE, CUT TO SHAPE FROM VECTOR FILE. COPY IS MATTE WHITE VINYL.
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INSTALLATION:
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LOCATIONS ARE GENERALLY NOTED ON THE ATTACHED LOCATION PLANS. THE CONTRACTOR
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IS RESPONSIBLE FOR FIELD VERIFYING ALL INSTALLATION CONDITIONS PRIOR TO
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FABRICATION. THE INSTALLATION METHODS AND DETAILS FOR EACH LOCATION SHALL BE
ILLUSTRATED IN THE SUBMITTED SHOP DRAWINGS. FINAL LOCATION WILL BE APPROVED ON
SITE BY THE TENANT REPRESENTATIVE.
Issuances
PERMITS: 02/27/2019
SUBMITTALS:
THE FOLLOWING SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION - (3) SETS OF
SHOP DRAWINGS AND (3) 6"x6" VINYL SAMPLES OF EACH SIGN FACE COLOR. SEE GENERAL
Revisions
CONSTRUCTION AND INSTALLATION SPECIFICATIONS FOR ADDITONAL SUBMITTALS.
No, Date
Description
SIGNAGE GENERAL NOTES
1. FINAL QUANTITIES SHALL BE COORDINATED AND VERIFIED IN FIELD.
2. ADDITIONAL SIGNAGE NOT SHOWN ON GRAPHICS PLAN MAY BE REQUIRED PER LOCAL
CODE AND/OR AHJ. SUB -CONTRACTOR SHALL COORDINATE WITH LOCAL AHJ AND
PROVIDE AS REQUIRED.
3. MOUNT SIGNAGE ACCORDING TO LOCAL CODES.
4. ALL PERMANENT SIGNAGE 0 BE ACCESSIBLE AREAS TO HAVE RAISED BRAILLE
CHARACTERS PER ANSI 117.1 2009
6. TYPICAL SIGN FONT IS SET IN ARIAL
6. SEE SIGNAGE PLANS AS WELL AS DOOR SCHEDULE FOR SIGNAGE REQUIRED TEXT.
7. SEE DELIVERY STATION DESIGN GUIDANCE (2018), REVISION 15 FEBURARY, 2018, FOR
COLOR GENERAL NOTES AND SIGNAGE COLORS.
THERMAL APPLIED GRAPHICS I PAVEMENT PAINT
TA1/PP1 WHITE
TA2/PP2 RED (PANTONE 485C)
TA3/PP3 BLUE (PANTONE 294)
TA4/PP4 GREEN (PANTONE 342)
TA5/PP5 YELLOW (PANTONE 116)
NOTE: TWO COAT APPLICATION REQUIRED FOR ALL PAVEMENT GRAPHICS.
CUSTOM SIGNAGE COLORS
GLOSS REFLECTIVE PAINT
VINYL VINYL
SCOWHIT HCAL230-2 SCOTCHCAL WHIT AL GLOSS WHITE
C1 WHITE 230-20 280i WHITE TWO PART CATALYST
WHITE 280-10 HARDENED ACRYLIC
ENAMEL
SCOTCHCAL SCOTCHCAL
C2 ■ BLACK 230-22 BLACK
BLACK (PANTONE 280-85
BLACK C)
ORACAL - OPAQUE 020 GOLDEN YELLOW
C3 TRANSLUCENT 015 YELLOW ORANGE (COLOR TO MATCH AMZ
YELLOW BRANDING GUIDELINES: AMZ ORANGE = PANTONE 137U,
PANTONE 1375 C)
SCOTCHCAL SATIN FINISH
C4 MEDIUM GRAY TWO PART CATALYST
GRAY 230-31 HARDENEDACRYLIC
1 1/2" MIN. ENAMEL
NO CEILING PROTRUSIONS (2 MIN.
PERR NFPA SCOTCHCAL SCOTCHCAL
BELOW6'-8" 101) C5 ■ RED RED
1 114 O.D. MIN, RED 230-33 280-72
1'-0" 1 3/4"O.D. MAX. (PANTONE 288C)
MIN) v SCOTCHCAL SCOTCHCAL
(MIN) " O.C. � d M C6 COBALT BLUE BLUE
iv BLUE (PANTONE 288C) 230-75
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MIN'BETWEEN POSTS
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RAMP
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HAND RAIL SIZE AND
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BETWEEN LANDINGS
SPACING AT WALL
NOTE:
NOTE:
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(NOT TO SCALE)
REFER TO STAIR AND RAMP
GUARDRAILS ARE REQUIRED AT WALKING
a MINIMUM RAMP WIDTH T-0"
DRAWINGS FOR ADDITIONAL DETAILS
SURFACES WHICH ARE 30" OR MORE
BETWEEN INSIDE OF HANDRAILS
ABOVE ADJACENT FLOOR IGRADE
3. STAIRS AND RAMPS
NOT TO SCALE
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EDGE OF DOOR
FRAME (TY
• • • MAXIMUM o this document is sealed and signed in a digital
OCCUPANCY or electronic format and is received from someonE
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- - NOT TO - - IN CASE OF FIRE - other than the sealing professional identified in
W ao w � m zo E�99D USE STAIRS the document, you must contact the sealing
}} DO NOT USE
W C MEN WOMEN RESTROOM ELECTRICAL JANITOR PERSONS STAIRS EUEvg7oR DRINKING professional in writing to validate authenticity of
U ROOM CLOSET FOUNTAIN the document. The sealing professional disclaims
LL =` ` ••`0` '•''• •• • • •• • • • the seal and signature and shall not be liable for
Z Q any liability associated with it where the
BS-2M BS-2W BS-2U BS-3 BS-4 BS-5 BS-6 BS-7 BS-8 authenticity
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signature has not been validated in this manner.
BUILDINGSIGNS - TOILET ROOMS BUILDINGSIGNS-ELECTRICAL BUILDINGSIGNS-JANITOR'S BUILDINGSIGNS - MAX BUILDINGSIGNS- STAIRS BUILDINGSIGNS - FIRE BUILDINGSIGNS- DRINKING
6"W X 8"H ROOM CLOSET OCCUPANCY 6"W X 8"H STAIRS FOUNTAIN Job Number 83460006
BLACK PLASTIC (FIELD) BACKGROUND WITH WHITE EMBLEMS AND 6"W X 8"H 6"W X 8"H 6"W X 8"H TYPICAL AT ALL STAIR 6"W X 8"H 6"W X 8"H Drawn By NDE
5/8" MIN. TO 2" MAX. HIGH WHITE LETTERING. (NOTE: EMBLEMS AND TYPICAL AT ALL UTILITY TYPICAL AT ALL JANITOR'S ONE PER ASSEMBLY TOWERS. TYPICAL AT ALL STAIR ONE PER DRINKING FOUNTAIN.
LETTERING MUST BE RAISED OR DEPRESSED MIN 1/16" TYPICAL.) ROOMS, CLOSETS. SPACE. MOUNT NEAR TOWERS. (LOCATE PER PLUMBING SHEETS) App/d By SDW
PROVE (1) SIGN PER TOILET ROOM COMPLYING WITH ANSI A117.1. MOUNT NEAR MOUNT NEAR MOUNT NEAR CORRESPONDING DOOR MOUNT NEAR MAY REQUIRE BRACKET MOUNT.
SIGN TO HAVE RAISED AND BRAILLE CHARACTERS AND PICTORIAL CORRESPONDING DOOR CORRESPONDING DOOR CORRESPONDING DOOR ACCORDING TO LOCAL CORRESPONDING DOOR MOUNT NEAR DRINKING Sheet Title
SYMBOL OF ACCESSIBILITY. ACCORDING TO LOCAL ACCORDING TO LOCAL ACCORDING TO LOCAL CODE. ACCORDING TO LOCAL FOUNTAIN ACCORDING TO LO
MOUNT NEAR CORRESPONDING DOOR ACCORDING TO LOCAL CODE. CODE, CODE, CODE. CODE. CODE.
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NOTE: 4BBREVIATIONS,
1. BLACK PLASTIC (FIELD) BACKGROUND WITH WHITE EMBLEMS AND 5/8" MIN. TO 2" MAX. HIGH WHITE LETTERING. (EMBLEMS AND LETTERING MUST BE RAISED OR DEPRESSED MIN 1/16" TYPICAL) SYMBOLOGY,
2. MOUNT CENTER OF SIGN 60" AFF VERTACLLY, AND 5" FROM EDGE OF DOOR FRAME HORIZONTALLY.
ACCESSIBILITY
GUIDELINES
Sheet Number
GO.02
5" HIGH WHITE LETTERING
(ARIAL FONT)
APPLIED TO EXTERIOR SIDE OF
WINDOW GLASS.
12" HIGH x 16" WIDE WHITE SIGNE WITH
6" BLACK LETTERING (ARIAL FONT) IN
MIRROR IMAGE,
18" HIGH x 24" WIDE WHITE ACRYLIC SIGN WITH 10"
HIGH BLACK LETTERING (ARIAL FONT) CENTERED
ABOVE DOORON EXTERIOR SIDE OF DOOR,
5/8" 3" _
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AS-18 AS-19 AS-20
5" TALL CHARACTERS TENANT SIGNAGE - WINDOW 16"x12" TENANT SIGNAGE - MIRRORED DOCK 24"A8" TENANT SIGNAGE - DOCK NUMBERS WHITE
GLASS NUMBERS WHITE LETTERING APPLIED TO NUMBERS WHITE SIGN WITH 6" HIGH MIRROR IMAGE SIGN WITH 10" TALL BLACK NUMBERS (ARIAL FONT).
WINDOW GLASS, CORRESPOND TO DOOR BACK NUMBERS (ARIAL FONT). TYPICAL AT ALL DOCK TYPICAL ABOVE ALL DOCK DOORS AND SPACES
NUMBER.TYPICAL AT ALL GLASS ENTRY DOORS (SEE POSITIONS: DIRVER'S SIDE OF DOCK DOORS MOUNT ALONG FENCE. MOUNTED DIRECTLY TO EXTERIOR
BUILDING PLAN SHEETS FOR DOOR NUMBERS) DIRECTLY TO EXTERIOR BUILDING FACADE. (SEE BUILDING FACADE, CENTERED ABOVE DOCK DOOR,
BUILDING PLAN SHEETS FOR DOOR NUMBERS) (SEE BUILDING PLAN SHEETS FOR DOOR NUMBERS)
8" HIGH BLACK DIE -CUT VINYL NUMBERS (ARIAL
FONT) ON INSIDE AND OUTSIDE OF ALL EXTERIOR
HOLLOW METAL DOOR.
AS-27
HARACTERSTENANTSIGNAGE-EXTERIOR 8"TALL C
HOLLOW METAL DOOR NUMBERS BLACK DIE -CUT
VINYL CHARACTERS, ARIAL FONT. INSIDE AND
OUTSIDE OF ALL EXTERIOR HOLLOW METAL DOORS.
CENTER ON DOOR, MOUNT HORIZONTAL CENTER TO
54' A.F.F.(SEE BUILDING PLAN SHEETS FOR DOOR
NUMBERS)
4" HIGH BLACK DIE -CUT VINYL NUMBERS
(ARIAL FONT) ON SELECTED HOLLOW METAL
DOOR.
TYPICAL ROOF
LL SERVICE LL
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DOOR
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BUILDING TRUCKER'S
SERVICES
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AS-28
4" TALL CHARACTERS TENANT SIGNAGE-HOLLOW
METAL DOOR NUMBERS BLACK DIE -CUT VINYL
CHARACTERS, ARIAL FONT. ON SELECTED HOLLOW
METAL DOORS. CENTER ON DOOR, MOUNT
HORIZONTAL CENTER TO 4'-6" A.F.F.(SEE BUILDING
PLAN SHEETS FOR DOOR NUMBERS)
BLACK GRAPHICS ON
WHITE BACKGROUND
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10" HIGH BLACK IE-CUT VINYL NUMBERS (ARIAL
FONT) ON INSIDE. FACE OF DOCK DOOR.
LL
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< lo6
9 yy
1
AS-21
20N10" TENANT SIGNAGE - DOCK NUMBERS
(INTERIOR) 10" TALL BLACK VINYL NUMBERS (ARIAL
FONT). ON INTERIOR SIDE OF DOOR DOCK, TYPICAL
AT ALL DOCK DOORS. C INTER ON DOOR, MOUNT
HORIZONTAL CENTER T i9'-0" A.F.F.(SEE BUILDING
PLAN SHEETS FO DOOR NUMBERS)
RED CIRCLE
AS-51
AS-26
12 DIA. CIRCLE
I 36" X 36"
AMAZON SIGNAGE - NO FIREARMS
SI ONAGE - MUSTER AREA
MUST BE POSTED AT ALL EXTERIOR
REPLACE f'#' W/ CORRESPONDING AREA
ENTRANCES TO ANY BUILDING WHERE
NUMBER; VE IFY W/ CONSTRUCTION MANAGER
FIREARMS ARE PROHIBITED. MUST
REQUIRED NUMBER AND LOCATIONS.
BE POSTED AT EYE LEVEL OF ADULTS
POLE MOUNT AT 15'-0" A.F.G. IN CAR PARKING
(4'-6" AEG). MUST NOT BE MORE THAN
POLE MOUNT AT 25'-0" A.F.G. IN TRAILER YARD
12" TO THE RIGHT OR LEFT OF EACH
WHITE GRAPHICS ON GREEN BACKGROUND
ENTRANCE
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ASSOCIATE
OF THE
MONTH
AS-23
AS-22
12" X 18"
AMAZON SIGNAGE -ASSOCIATE OF
24" X 36"
THE MONTH
TENANT SIGNAGE - STANDING ONLY
PROVIDE 4 ASSOCIATE OF THE
USE TO IDENTIFY DROP OFF/PICK UP ZONES.
MONTH PARKING SPACES NEAR
POST (X2) AND PANEL MOUNT.
THE MAIN ENTRY.
BLACK TEXT (ARIAL) ON WHITE
POST AND PANEL MOUNT.
BACKGROUND, ORANGE TENANT
ONE SIGN PER PARKING SPACE.
ARROW GRAPHIC, WHITE "NO
BLACK TEXT (ARIAL NARROW) ON
PARKING" TEXT ON RED
WHITE BACKGROUND, ORANGE
BACKGROUND
AMAZON ARROW GRAPHIC.
CUSTOMER
RANKING
ONLY
AS-24
12" X 18"
AMAZONSIGNAGE- CUSTOMER
PARKING ONLY
PROVIDE MINIMUM 10
CUSTOMER PARKING SPACES
NEAR THE MAIN ENTRY.
POST AND PANEL MOUNT,
ONE SIGN PER PARKING SPACE.
BLACK TEXT (ARIAL NARROW)
ON WHITE BACKGROUND,
ORANGE AMAZON ARROW GRAPHIC.
FIRE
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AG -A
AG-F
PROVIDE SIGN AT WAREHOUSE SIDE OF
AVAILABLE DOCK DOOR
FIRE EXTINGUISHER
WALLS WHICH HAVE AN AREA OF REFUGE
55" X 11.75"
3" X 14"
DESIGNATED. PROVIDE ONE SIGN ON LATCH
VINYL GRAPHIC
VINYL GRAPHIC
SIDE OF DOOR. BLACK CHARACTERS ON
VERIFY WITH CONSTRUCTION MANAGER FOR
LOCATE AS NEEDED.
WHITE BACKGROUND. TEXT TO BE V MIN
LOCATIONS
PROVIDED BY TENANT, INSTALLED BY G.C.
ARIAL FONT,
PROVIDED BY TENANT, INSTALLED BY G.C.
AS-53 AS-54 AS-55 AS-56 AS-57
36" X 24" 36" X 24" 21314 X 191/4" 21 3/4" X 191/4" 21 3/4" X 19114"
TENANT SIGNAGE - SORTATION TENANT SIGNAGE - SORTATION TENANT SIGNAGE - TRUCK DRIVER TENANT SIGNAGE - MAIN ENTRANCE. TENANT SIGNAGE - MAIN ENTRANCE.
WAYFINDING WAYFINDING ENTRANCE. PRINTED VINYL, ARIAL FONT. PRINTED VINYL, ARIAL FONT. ON PRINTED VINYL, ARIAL FONT. ON
USE AT SORTATION SITES AS USE AT SORTATION SITES AS ON SELECTED EXTERIOR DOORS. SELECTED EXTERIOR DOORS. SELECTED EXTERIOR DOORS,
NECESSARY FOR WAYFINDING. NECESSARY FOR WAYFINDING. CENTER ON DOOR, MOUNT F-0" TO CENTER ON DOOR, MOUNT 5'-0" TO CENTER ON DOOR, MOUNT 5-V TO
POST AND PANEL MOUNT. POST AND PANEL MOUNT. BASELINE OF "TENANT" LOGO BASELINE OF "TENANT" LOGO BASELINE OF "TENANT" LOGO
WHITE TEXT (ARIAL) ON BLACK WHITE TEXT (ARIAL) ON BLACK
BACKGROUND. BACKGROUND.
ADJUST TEXT AND ARROW(S) ADJUST TEXT AND ARROW(S)
DIRECTION BASED ON SITE DIRECTION BASED ON SITE
LOCATION. LOCATION.
2 0" 1' 7"� EQ 5-8" EQ
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AG-1 AG-2 0
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4" TALL CHARACTERS 4" TALL CHARACTERS ' ON THE BEST VISUAL
AMfON GRAPHICS - AMAZON GRAPHICS - SIGNAGE PLACEMENT
WOME SYMBOL 2'-0" x 5'-0" MEN SYMBOL 1'-7" x 5'-0" HI
TYPICAL AT`WOMEN'S TOILET ROOM TYPICAL AT MEN'S TOILET ROOM LO
ENTRANCE. ORANGE VINYL ENTRANCE. BLUE VINYL
ADHESIVE -APPLIED GRAPHIC ADHESIVE -APPLIED GRAPHIC WOMEN'SR •VE TIB L
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AMAZON GRAPHICS -WOMEN WALL TEXT AMAZON GRAPHICS - MEN WALL TEXT 6B WOMEN'S RR •ENTRY.
6" x 2-8" 6" x T-5"
TYPICAL AT WOMEN'S TOILET ROOM TYPICAL AT MEN'S TOILET ROOM
ENTRANCE. ORANGE VINYL ADHESIVE- ENTRANCE, BLUE VINYL ADHESIVE -
APPLIED GRAPHIC APPLIED GRAPHIC
I VENDOR
PARKING
,
AS-25
12" X 18"
AMAZON SIGNAGE -VENDOR PARKING
PROVIDE 2 LARGE PARKING
SPACES NEAR THE MAIN
ENTRY FOR VENDORS.
POST AND PANEL MOUNT.
ONE SIGN PER PARKING SPACE.
BLACK TEXT (ARIAL NARROW)
ON WHITE BACKGROUND,
ORANGE AMAZON ARROW
GRAPHIC.
MOTORCYCLE
PARKIN
AS-29
12" X 18"
AMAZON SIGNAGE -MOTORCYCLEPARKING
PROVIDE MINIMUM 8 MOTORCYCLE PARKING
SPACES.POST AND PANEL MOUNT.
ONE SIGN PER MOTORCYCLE PARKING AREA.
BLACK TEXT (ARIAL NARROW) ON
WHITE BACKGROUND, ORANGE
AMAZON ARROW GRAPHIC.
MAXIMUM
FLOOR LOADING
CONFINED SPACE LBS
ENTER BY
PERMIT ONLY PER SQUARE FOOT
AG-15 AG-17
7"x10" STANDARD CONFINED SPACE INSTALL INSIDE 14" X 10"
THE DOCK PITS. TYPICAL AT ALL DOCKS. INSTALL ON FLOOR LOADING SIGN USED TO INDICATE
BUILDING EXTERIOR TO THE IMMEDIATE RIGHT OF SAFE FLOOR WARNING AT THE PROCESS
THE LEVELER PIT. S & MEZZANINES R P INTERIOR ROOF
STRUCTURES OVER BREAKROOMS. AFFIX
TO NEARBY COLUMN (OR WALL WHERE
APPROPRIATE) AT ALL STAIRWAYS AND
ELEVATORS ON THE MEZZANINE LEVELS.
FULL WIDTH OF LANE
PG-1
WIDTH OF LANE X T-0"
WHITE STOP BAR.
USE AT ALL STOP SIGN (S-1) LOCATIONS.
WHITE THERMAL -APPLIED PAVEMENT STRIPE.
EQ F-8" EQ
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Issuances
AMAZON SIGNAGE - NOWSMOKINGAREA
PERMITS: 02/27/2019
LOCATE OUTSIDE BUILDING
ENTRANCES AT NON -COVERED PICNIC TABLES.
Revisions
PROVIDE X2 AT SORT AND X1 AT
NON -SORT & SORTATION.
No. Date Description
POST AND PANEL MOUNT.
BLACK TEXT (ARIAL NARROW) ON
WHITE BACKGROUND, ORANGE
AMAZON ARROW GRAPHIC.
PG-5
8'-0" X 10'-0"
PAVEMENT GRAPHICS - STRAIGHT ARROW.
USE TO DIRECT TRAFFIC AT ONE-WAY DRIVE
AISLES.
WHITE THERMAL APPLIED GRAPHIC.
(BLACK INDICATES ASPHALT)
PAINT STEEL EDGE OF DOCK
SAFETY YELLOW
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BS•2M (TYP.)
BS•R# (TYP.)
ECESSARY
If this document is sealed and signed in a digital
or electronic format and is received from someone
other than the sealing professional identified in
RIPING PER
the document, you must contact the sealing
. WHETHER
professional in writing to validate authenticity of
the document. The sealing professional disclaims
DOCK
the seal. and signature and shall not be liable for
R
T-RECESSED
any liability associated with it where the
u�
D DOCKsignature
authenticity of any digital or electronic seal or
has not been validated in this manner.
Jab Number 83460006
Drawn By NDE
1/4" = 1'-0"
T — — — — — — — 7F—
AG-14
DOCK EDGE SAFETY STRIPE PAINT
STEEL EDGE OF DOCK SAFETY YELLOW
TYPICAL AT ALL DOCK LOCATIONS.
DOCK EDGE SAFETY STRIPE
3/8" = V-0"
App/d By
Sheet Title
P% 17
SIGNAG AND
GRAPHIC
DETAILS
Sheet Number
GOM
SDW
PARKING LOT SIGNS
- 5" HIGH WHITE VINYL
Mounting U-p PROVIDE 1 1/2" STEEL
I
DOOR NUMBER (AS-18).
Description: ANGLE CROSS BRACES
SEE PLAN FOR CORRECT
1. Panel signs with custom sign faces
DOOR NUMBER)
Materials and Construction
1. The sign consists of an aluminum sign panel directly attached to an existing light pole. G.C. to
AS•51
verify w/light pole manufacturer that pole will structurally support sign
0 / AS-57
2. Solid aluminum panel, 0.125" thick. Composite materials are not acceptable.
\
3. Panel and light pole are drilled and tapped. Panel attaches with two 3/8" hex head bolts,
/
assisted with lock washers and an application of "Loctite" adhesive.
/
4. The sign shall comply with all local codes. Supports shall be sufficient for secure mounting of
/ NOTE:
the sign.
5. All hardware is to be non -corrosive. If additional thickness of material or additional internal
/ REFER TO DOOR TYPES/
SCHEDULE FOR DOOR
AS-26 (MUSTER
bracing is required for secure installation of the signs or to provide stability to prevent warping
GLAZING SIZES AND
STATION
SIGNAGE)
such alterations shall be reflected in the shop drawings. Wind loading and durability shall be
RATING REQUIREMENTS
taken into account in engineering this sign
6. Graphics and TypographySign graphics are heavy duty 3M vinyl.
7. Custom graphics and sign face layouts are available from the owner as electronic files.
8. Colors are indicated on the Design Intent Drawings. Additional color and finish specifications \ EQ Q
are found in the General Specifications. \
Installation: \ o
1. Locations are generally noted on the attached location plans. The contractor is responsible for
field verifying all installation conditions prior to fabrication. FRONT BACK \ /
2. Bottom of sign panel installs varies.
3. The installation methods and details for each location shall be illustrated in the submitted shop GALV. STEEL CHANNEL POST, \ /
drawings. Final locations will be approved on site by the tenant or his representative. PRIME AND PAINT BLACK
Submittals: --- --'v
1. The following shall be submitted for approval prior to fabrication:
2. Electronic shop drawings are acceptable E-MAIN
3. Color samples to be submitted. EXTERIOR MAIN ENTRANCE DOOR
NOTES: MAIN ENTRANCE SIGNAGE (REFER TO SHEET G0.03 FOR
1. VERIFY POST SIZE WITH SIGN MOUNTING HEIGHTS. PARKING LOT SIGNS SIGNAGE DIRECTORY
2. THESE DETAILS PROVIDE INTENT ONLY, FINAL POST & CONNECTIONS SHALL BE SIZED
MEETING LOCAL DOT STANDARDS.
2"xT ALUM. SQUARE ALUM. FACES PTD. SATIN WHITE
4„ TUBES PTD WHITE WITH DIGITALLY PRINTED SIGN CONSTRUCTION NOTES: NOTE:
GRAPHICS 1. SIGN FACE TO BE SATIN WHITE, NON ILLUMINATED. REFER TO DOOR TYPES/
if 2. OUTER SURFACES TO BE PAINTED TO MATCH BUILDING COLORS. AS'27 SCHEDULE FOR DOOR
3. INTERIOR SURFACES TO BE PAINTED GLOSS WHITE. \ GLAZING SIZES AND
4. TENANT SIGN -1/2" THICK SURFACE APPLIED OPAQUE BLACK \ RATING REQUIREMENTS
1/2" THICK SURFACE 4" X 4' WOODEN POSTS ACRYLIC.
APPLIED, OPAQUE BLACK PAINTED WHITE 5. TENANT LOGO .1/2" THICK SURFACE APPLIED TRANSLUCENT -1 - _ _ _
ACRYLIC REFECTIVE BLACK 6-0" SIGN PANEL YELLOWIORANGE ACRYLIC. DRIVER
VINYL. 3 3/8" 6. DIRECTIONAL TEXT - REFLECTIVE BLACK VINYL. EN RA�lCE
8" '-2118" 2'-3 1/4" T-3 7/8" 3 3/8" 7. DIRECTIONAL ARROWS -1/2" THICK SURFACE APPLIED OPAQUE
ALUMINUM SIGN BLACKACRYLIC. AS•51 __
CONSTRUCTION BY \
SIGN MANUF. TYPICAL ENTRY SIGN DESIGN
(SUBJECT TO CHANGE BASED ON LOCAL REGULATIONS AND
1/2" THICK SURFACE SITE CONDITIONS.) AS-55 orAS•8
APPLIED TRANSLUCENT DIRECTIONAL ARROWS CHANGE BASED ON LOCATIONS OF SIGN / u�
TENANT / YELLOW/ORANGE (WHEN APPLICABLE) / C
z ACRYLIC E /
Visitors &Associates /
h
q All Trucks
r /
0o Address
E-DSPITDR
ACRYLIC PUSH-THRU 5'-6" COORDINATE ARROW DIRECTIONS
PER SITE DESIGNATIONS. ACRYLIC EXTERIOR DSPITDR ENTRANCE
GRAPHICS PUSH-THRU GRAPHICS BY SIGN
BY SIGN MANUF. MANUF. DOOR
EXTERIOR DSP ENTRANCE DOOR SIGNAGE (REFER TO
(ONMONUMENT SIGN %,A SHEET GO.03 FOR SIGNAGE DIRECTORY)
EQ EQ
1/2" = T-0"
�j
(WHEN USING
ROLL -UP DOORS)
DOCK SYSTEM VARIES
BETWEEN RECEESED
AND EDGE OF DOCK
EXTERIOR SIDE OF DOCK DOOR
0
io
DOCK LOCK INDICATOR INTERIOR SIDE OF
SIGNAGE TO BE PROVIDED DOCK DOOR
AND INSTALLED BY DOCK
EQUIPMENT SUPPLIER
OVERHEAD DOCK DOORWAY FEATURES (REFER TO
SHEET GO.03 FOR SIGNAGE DIRECTORY)
A3.0
3/8" =1'-0"
NOTE:
REFER TO DOOR TYPES/
SCHEDULE FOR DOOR
GLAZING SIZES AND
RATING REQUIREMENTS FF
INTERIOR
NOTE:
REFER TO DOOR TYPES/ -
SCHEDULE FOR DOOR
GLAZING SIZES AND AS•27
RATING REQUIREMENTS
P•10
r---� 9„
J - -
L
/ BS•1
in
1/2" =1'-0"
y
SIGNAGE
PROVIDED
LAUNCH
TEAM
20'-0"
A.F.G.
12'-0"
A.F.G.
POST AND PANEL SIGNS
FASTEN TO LIGHT POLE OR CHANNEL
12"x18" REFLECTIVE ALUMINUM SIGN AS
POST, WITH 3/8" SIS HEX HEAD BOLT,
MANUFACTURED BY ALLSTATE SIGNS AND
MOUNTING U-1e, U-1c, U-2
LOCKWASHER ON FACE OF SIGN, LOCTITE
PLAQUE CORP. W-ES1218L WITH
DESCRIPTION:
ON THREADS, DRILL AND TAP TO STEEL
SCOTCHLITE OR APPROVED EQUAL.
1. POST AND PANEL SIGNS WITH STANDARD SIZED DOT AND CUSTOM SIGN FACES
POLE. (TWO FASTENERS PER SIGN)
MATERIALS AND CONSTRUCTION:
SIGN AS
GALV. STEEL
1. THE SIGN CONSISTS OF AN ALUMINUM SIGN PANEL ON A 2" SQUARE STEEL POST
8"x12" REFLECTIVE ALUMINUM SIGN AS
SCHEDULED
CHANEL POST,
2. PANEL CONFORMS TO MUTCD SPECIFICATIONS. SOLID ALUMINUM, NOT LESS THAN 0,090"
MANUFACTURED BY ALLSTATE SIGNS AND
PRIME AND PAINT
THICK, COMPOSITE MATERIALS ARE NOT ACCEPTABLE
PLAQUE CORP. W-ES12D WITH
BLACK
3. POST: 2" SQUARE STEEL POST, 12 GA, 7/16" PERFORATIONS ON 1" CENTERS, FOUR SIDES,
SCOTCHLITE OR APPROVED EQUAL.
APPROX. 12' 0/A
REQUIRED AT SPACE DESIGNATED VAN
4. THE SIGN SHALL COMPLY WITH ALL LOCAL CODES. SUPPORTS SHALL BE SUFFICIENT FOR
ACCESSIBLE ONLY
SPRING LOADED
SECURE MOUNTING OF THE SIGN
n
GALV. STEEL CHANEL
BASE
5. ALL HARDWARE IS TO BE NON -CORROSIVE. IF ADDITIONAL THICKNESS OF MATERIAL OR
//
POST, PRIME AND
ADDITIONAL INTERNAL BRACING IS REQUIRED FOR SECURE INSTALLATION OF THE SIGNS
(
PAINT BLACK
OR TO PROVIDE STABILITY TO PREVENT WARPING SUCH ALTERATIONS SHALL BE
SIGN MUST BE PARKING
IA. STEEL
REFLECTED IN THE SHOP DRAWINGS. WIND LOADING AND DURABILITY SHALL BE TAKEN
PLUMB. SHIM AS
E, FILL WITH
INTO ACCOUNT IN ENGINEERING THIS SIGN
REQUIRED FOR VAN
oCRETE,
PRIME
6. GRAPHICS AND TYPOGRAPHY
INSTALLATION. ccEss L
v
PAINT
A. ALL SIGNS INDICATED'DOT' SHALL CONFORM TO THE CURRENT MANUAL ON UNIFORM
ETY YELLOW
TRAFFIC CONTROL DEVICES FROM THE FEDERAL HIGHWAY ADMINISTRATION
SIGN AS
J
ALLATION IN PAVED
B. SIGN GRAPHICS ARE HEAVY DUTY 3M REFLECTIVE VINYL
o
AS: PROVIDE 6" DIA.C.
CUSTOM GRAPHICS AND SIGN FACE LAYOUTS ARE AVAILABLE FROM THE TENANT AS
SCHEDULED
ELECTRONIC FILES
orcl:ld:Lelq=
FRONT/REAR ELEVATION
GRADE
SIDE ELEVATION
SIGN AT SITE LIGHT POLE
TO MATCH
NG THEME
XTERI OR
EL PIPE FILLED WITH18"
CRETE, PRIME, ANDD.
COLORS ARE INDICATAED 0 NTHE DESIGN INTENT DRAWINGS
DIA. CONC.
BASE (3000 PSI)
T'SAFETYYELLOW'INSTALLATION
1.
LOCATIONS ARE GENERALLY NOTED ON THE ATTACHED LOCATION PLANS. THE
GRADE
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL INSTALLATION CONDITIONS
6
PRIOR TO FABRICATION
u
NOTE: USE AT ALL HANDICAPPED
2.
MOUNTING U-1E SHALL BE USED FOR SIGNS IN COMPACTED EARTH; MOUNTING U-1C
PARKING SPACES UNLESS LOCAL
SHALL BE USED FOR SIGNS ON CONCRETE PAVING
d
IL
_
- ORDINANCES REQUIRE OTHERWISE
3.
MOUNTING U-1E PROVIDES A 36" MOUNTING TUBE (2 1/4" SQUARE STEEL POST) DRIVEN TO
#6 BAR -14"
..
Li -
1" TO 2" ABOVE GRADE. THE MOUNTING TUBE IS PAIRED WITH AN 18" BREAKAWAY
u <>�
LONG EACH
p
SUPPORT TUBE (21/2" SQUARE STEEL POST). THE SIGN POST SINKS TO THE BASE OF THE
WAY THRU
SIGN POST MOUNTED AT PAVED AREAS
ANCHOR TUBE AND FASTENS TO THE ANCHOR TUBE AND BREAKAWAY SUPPORT WITH AN
PIPE.
ANGLE BOLT
4.
MOUNTING U-1C PROVIDES A PEDESTAL BASE MARRIED TO THE 2" POST. THE BASE IS
3'-6"MIN.
NOTES:
SHIMMED FOR PLUMB INSTALLATION OF THE POST AND PANEL. THE BASE FASTENS TO
(FROST DEPTH
1. VERIFY POST SIZE WITH SIGN MOUNTING HEIGHTS.
THE CONCRETE PAVING WITH MASONRY ANCHORS ACCORDING TO THE BASE AND
PER LOCAL AHJ)
2. THESE DETAILS PROVIDE INTENT ONLY, FINAL POST &
ANCHOR MANUFACTURER'S SPECIFICATIONS
CONNECTIONS SHALL BE SIZED MEETING LOCAL DOT
5.
TYPICAL SIGN PANEL INSTALLS T-0" ABOVE GRADE. THE POST EXTENDS TO WITHIN 2" OF
SIGN IN LANDSCAPED
STANDARDS.
THE TOP OF THE SIGN PANEL. INSTALLATION SHALL BE PLUMB, LEVEL AND STRAIGHT
ISLAND
6
MOUNTING U-2 PROVIDES TWO POLE SUPPORT SIMILAR TO MOUNTING U-1E
EXTERIOR
TYPICAL EXIT ONLY DOOR
/-� EXIT ONLY - TYPICAL DOOR (REFER TO SHEET G0.03
/ r \ FOR SIGNAGE DIRECTORY)
INTERIOR
1/2" =1'-0"
PAINT TO MATCH
EXISTING THEME
FOR EXTERIOR
EXTERIOR
TYPICAL SERVICE DOOR
SERVICE DOOR -TYPICAL (REFER TO SHEET G0.03 FOR
r 1 SIGNAGE DIRECTORY)
1/2" = 1'-0"
EXISTING STEEL
STEEL JOIST GIRDER
PAINT AS SCHEDULED (SEE
STRUCTURAL DRAWINGS).
20'-0" A.F.F.
.'RED' BAND
24" HIGH PAINTED RED (PT-10)
BAND TYPICAL AROUND ALL FOUR
(4) COLUMN SIDES -BOTTOM OF
BAND AT 20'-0" AFF, PROVIDE ONLY
AT FIRE EXTINGUISHER LOCATIONS.
(VERIFY COLUMN HEIGHT IN FIELD
AND CONFIRM W/ ARCHITECT IF NOT
COMPATIBLE)
6'-5" A.F.F
PAINT TRANSITION
STEEL COLUMN, PAINT PT-9 (YELLOW)
TO 6'-5" A.F.F AND PT-11 (WHITE) TO
UNDERSIDE OF ROOF DECK.
ADDITIONALLY, U-2 REQUIRES CROSS BRACING OF STRUCTURAL ANGLE ON THE BACK OF
THE SIGN FACE
7. TOP OF THE U-2 MOUNTED SIGN INSTALLS 8'-0" ABOVE GRADE. INSTALLATION SHALL BE
PLUMB, LEVEL AND STRAIGHT
8. THE INSTALLATION METHODS AND DETAILS FOR EACH LOCATION SHALL BE ILLUSTRATED
IN THE SUBMITTED SHOP DRAWINGS. FINAL LOCATIONS WITH BE APPROVED ON SITE BY
THE TENANT OR HIS REPRESENTATIVE
SUBMITTALS
1. THE FOLLOWING SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION:
A. ELECTRONIC SHOP DRAWINGS ARE ACCEPTABLE
B. (1) 6" X 6" VINYL SAMPLES OF EACH SIGN FACE COLOR
C. SEE SPECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS
SITE SIGN MOUNTING DETAIL1
1/4" =1'-0"
SEE ) SEE
PLAN - PLAN
SEE
PLAN
TUBE (INTERIOR)
(INTERIOR PERIMETER)
WIDE FLANGE (INTERIOR)
\ CONTRAST COLOR (BLACK)
STENCILED COLUMN IDENTIFICATION
\ DESIGNATION-TYP. OF 4 SIDES
\ INTERIOR AND ONE (1) SIDE AT PERIMETER
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MAX.
TYPICAL COLUMN IDENTIFICATION DETAIL (AG-9)
L A1.2 1/4" = T-0"
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Issuances
PERMITS: 02/27/2019
Revisions
No. Date Descri
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AR96565
If this document is sealed and sign(
or electronic format and is received
other than the sealing professional
the document, you must contact the
professional in writing to validate at
the document. The sealing profess!
the seal and signature and shall no
any liability associated with it where
authenticity of any digital or electrol
signature has not been validated in
Job Number 8
Drawn By
App/d By
Sheet Title
SIGNAGE
LOCATION
DETAILS
Sheet Number
GON
J
NON-STRUCTURAL METAL STUD SCHEDULE
CONVENTIONAL STUD
'EQ' STUD
CONVENTIONAL STUD
'EQ' STUD
MEMBER
FLANGE
MAX.UNSUPPORTED
MAX.UNSUPPORTED
MAX.UNSUPPORTED
MAX.UNSUPPORTED
DEPTHS
WIDTHS
MIL.
HT. AT 16" O.C.
HT. AT 16" O.C.
HT. AT 24" O.C.
HT. AT 24" O.C.
18
6'-11"
6'-6
6'-l"
64"
15/8"
1 3/8", 1 5/8", 2", & 21/2'
27
8-2
ti-11'
7 1
6 0
30,33
18
8 5
- 97
-6
9'-2
4
83
6 6
- 80
21/2"
130, 1 5/8", 2", & 21/2'
27
11 3'
8
9 10
8 5'
36,33
11 7"
12 2"
0'-5
1'-7
1 19 2 -
9 11
9.41
-
10'-2"
-18
27
15 0°
T Z-5
-
1
10 10
3-5/8"
1 318",1 5l8", 2", & 21/2'
_ .3
-13
0 33
15 6"
T-6
3 6
11 10
30,33
-
3033
16 0
22 11"
T-5
�
14 0
I
12 7
-
6"
1 3/8% 1 518", 2", 21/2 3
3033
23 9'-
1-4
6
18-7_-
-
--- - —20 -- 1
- - -
"E' WEB STIFFENERS REQUIRED AT ENDS
1. CONVENTIONAL STUDS BASED ON INTERIOR NON-STRUCTURAL NON -COMPOSITE LIMITING WALL HEIGHT TABLES.
PARTITIONS W/ ONE LAYER
GYPSUM BOARD EACH SIDE (LI240 DEFLECTION - 5 PSF LOAD) PER SSMA PRODUCT TECHNICAL INFORMATION
BULLETIN (ICBO ER-4943P).
2. 'EQ' STUDS BASED ON CLARK DIETRICH PROSTUD DRYWALL FRAMING SYSTEM ON INTERIOR NON-STRUCTURAL
NON -COMPOSITE LIMITING WALL
HEIGHT TABLES. PARTITIONS W/ ONE LAYER GYPSUM BOARD EACH SIDE. (L240 DEFLECTION - 5 PSF LOAD).
3. 'EQ' STUDS REFER TO SFIA AND SSMA INDUSTRIES ADVANCED ROLLED -FORMED AND STEEL MAKING
TECHNOLOGIES THAT ENHANCES THE STUD
SHAPE AND STRENGTH WITH GREATER EFFICIENCY. GREATER BENDING STRENGTH, ALLOWABLE MOMENT AND
SCREW CONNECTION
STRENGHTS ARE ACHIEVEABLE WHEN COMPARED TO CONVENTIONAL STUD MEMBERS.
4. MATERIAL DESIGN THICKNESS IS THE BASE METAL THICKNESS IN MILS. MINIMU+LOWED BASE METAL
THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS,
5. RUNNER TRACK GAUGE TO MATCH STUD, U.N.O.
6. WALLS OVER 12'-0" HIGH TO BE LATERALLY BRACED -VERTICALLY WITH 1 1/2" (30/33 MIL.) COLD -ROLLED CHANNELS
CLIP ANCHORED TO METAL STUDS. SEE DETAILS ON THIS SHEET.
7. STND = STANDARD STUD. DRY = DRYWALL STUD. STIR = STRUCTURAL STUD.
8. USE GAUGE AND TYPE OF STUD AS SCHEDULED, UNLESS OTHERWISE NOTED ON DRAWINGS.
9. STUDS ARE TYPICAL. SEE PLANS AND PARTITION SCHEDULE FOR VARIATION.
CEILING JOIST SCHEDULE
-UD SIZE 3 5/8" (18 MIL:) 3 5/8" (30/33 MIL.) 6" (30133 MIL.)
4X SPAN T-3" 1 V-0" 16-6"
BASED ON UNITED STATES GYPSUM PRODUCTS.
UNIFORM LOAD = 10 P.S.F.
STUD SPACING = 24" Q.C.
EXISTING SHELL MASONRY CONTROL JOINT
EXISTING SHELL MASONRY WALL
I
"Z' FURRING, METAL FURRING
CHANNEL OR RESILIENT CHANNEL
APPLIED HORIZONTALLY OR
VERTICALLY PER WALL TYPE 1/2„
STUDS PER WALL TYPE
2
USG #093 CONTROL JOINT OR EQUAL
GYPSUM WALLBOARD PER WALL TYPE
PLAN DETAIL (NON -RATED WALL) PLAN DETAIL (NON -RATED WALL)
CONTROL JOINT AT FURRED WALLS PLAN DETAIL
1 1/2" =1'-0"
1/9" MAX
PLAN DETAIL (TWO-HOUR FIRE RATED WALL
NOTE: WHERE WALLBOARD OCCURS ON ONLY ONE SIDE OF
WALL, OMIT CONTROL JOINT ON SIDE WITHOUT SUBSTRATE.
CONTROL JOINTS TO BE SPACED 30'-0" O.C, BOTH
HORIZONTAL AND VERTICAL.
HEADER/JAMB SCHEDULE
OPENING / SPAN (C-
SHAPED JOISTS)
HEADER
NO. JAMB STUDS
(INCL. CRIPPLE)
0'-0" - 3'-11"
(2) 6" (30,33 MIL.)
2
0" - T-11"
(2) 6„ (43 MIL.)
4
011 -12'-0"
(2) 8" (30,33 MIL.)
6
VARIES BY PROJECT (8
VARIES 1/2" MAX)
EXISTING CURTAINWALL OR
STOREFRONT
ACOUSTIC RATED WALL
CONSTRUCTION
1 � MULLION TRIM
USG #09 CONTROL
JOINT Oi EQUAL BOTH
SIDES
2 LAYERs 5/8" FIRECODE
GYPSUM WALLBOARD
2LAYERS GYPSUM
WALLBOARD AND STUDS
PER WALL TYPE
NOTE: NOT IN SCOPE
FOR FUTURE USE
SNAP COVER (CONCEALES
FASTENERS)
EXTRUDED ALUMINUM TO MATCH
WINDOW SYSTEM FRAMING
SOUND DEADENING COMPOSITE
COMPRESSIBLE GASKET
1
3" = V-0"
1/2" MAX. -
PLAN DETAIL (ONE -HOUR FIRE RATED WALL)
WALL DEFLECTION DETAIL AT WALL
1 O WALL BASE DETAIL
G0.05
CT-1
DEEP LEG,DEFLECTK
TRACK, DO NOT ATTA
GWB TO TRACK
CONCRETE WALL PAN
1 112"X1 1/2" METAL
ANGLE. PREFINISHED
WHITE. SECURED ONI
TO CONCRETE PANEL
EXTEND ANGLE FULL
HEIGHT OF WALL,
ACRYLIC SEALANT
5/8" GWB EACH SIDE (
METAL STUDS. SEE
WALLTYPES
INSULATION WHERE
SCHEDULED
3" =1'-0"
SIS" GYP. BD EACH
SIDE OF METAL STUD
=RAMING (SEE
SCHEDULE)
NSULATION WHERE
REQUIRED (SEE WALL
TYPES)
-IILTI POWDER ACTUATED
=ASTENER
SPACING TO MATCH STUDS.
CBO 2388, .145" SHANK DIA.
N11.125" MIN. PENETRATION
CONT. TRACK (SEE
SCHEDULE)
3ASE AS SCHEDULED
4COUSTICAL SEALANT
;BOTH SIDES)
EXIST. CONC. SLAB
19
SCHLUTER STRIP
= n TRIM MOLDING
co
=E
1/8"
(3mm) 3/4" (19mm)
RADIUS COVE
EXP-2 (EXPDXY FLOORING)
USG #093 CONTROL
JOINT OR EQUAL
BOTH SIDES
2 LAYERS 5/8" FIRECODE
GYPSUM WALLBOARD
GYPSUM WALLBOARD
AND STUD PER WALL
TYPE
CONTROL JOINT -
#093 CONTROL
f OR EQUAL
I SIDES
UM
WALLBOARD AND
STUDS PER WALL
TYPE
CONT. MTL STUD TOP TRACK
T/WALL EL. 14'-0"
PROVIDE WIRE MESH FABRIC TO
SECURE INSULATION IN CAVITIES
EXTEND GWB FULL HEIGHT OF
PROVIDE CONT. BRIDGING AT
PARTITION AT WAREHOUSE
5'-0" O.C.
SIDE
6" LAYER OF ACOUSTICAL
BATT INSULATION
31/2" SOUND ATTENUATING
CLG. EL. (SEE PLANS)
BATT INSULATION
ACOUSTICAL CEILING TILES
PROVIDE WATER
AS SCHEDULED
RESISTANT GWB AT TOILET
ROOM AND WET WALL
5/8" GWB EACH SIDE OF METAL
LOCATIONS TO 8'-0" A.F.F.,
STUDS AT 16" O.C.
TYP.
10
BASE AS SCHEDULED
G0.05
TYP.
CONT .MTL STUD TRACK
WITH ANCHORS AT 24" O.C.
PARTITION DETAIL
- WAREHOUSE & OFFICE BREAK
ROOM WALL
1/2" = V-0"
EXTERIOR WALL
CONT. MTL. STUD TOP TRACK
PROVIDE LATERAL SLIP
CONNECTORS AT 48" O.C.
HORIZONTAL AT MIDPOINT
AND TOP OF WALL
CLG. FL. SEE PLANS
ACOUSTICAL CEILING AS —
SCHEDULED
31/2" SOUND ATTENUATING
BATT INSULATION
5/8" GWB ON 3 5/8" MTL
STUDS AT 16" O.C.
CONT. MTL STUD TRACK
WITH ANCHORS AT 24"(
BASE AS SCHEDULED
PARTITION DETAIL - FURRING AT EXTERIOR WALL
CONT. METAL STUD TOP TRACK
6" STUD BRIDGING AT 48"
O.C. %
31/2" SOUND
ATTENUATING BATT
INSULATION
HORIZONTAL BRACING
AT MID POINT OF WALL =
SEE
PROVIDE WATER
RESISTANT GWB AT ALL
TOILET ROOM AND WET
WALL LOCATIONS TO 8'-0"
A.F.F MIN.
PARTITION DETAIL - BATH
T/WALL EL. 4'-2" A.F.F.
P-1
AT WAREHOUSE
SIDE
CLG. EL. SEE PLANS
ACOUSTICAL CEILING AS
SCHEDULED
3 1/2" SOUND
ATTENUATING BATT
INSULATION
PROVIDE WATER
RESISTANT GWB AT ALL
TOILET ROOM AND WET
WALL LOCATIONS TO
8'-0"A.F.F MIN.
PARTITION DETAIL -TOILET WALL
CONT. MTL. STUD TOP TRACK
- 6" LAYER OF ACOUSTICAL
BATT INSULATION
- 3 5/8" HORIZONTAL METAL
BRACING AT 48" O.C.
PERPENDICULAR TO
JOISTS, TYP.
CLG. EL. 9'-0"
5/8" GWB ON 6" MTL JOISTS AT
16" O.C., LAP JOISTS AT STUDS.
-TILE FINISH, REFER TO FINISH
SCHEDULE
- 5/8' GWB EACH SIDE OF 6" MTL.
STUDS AT 16" O.C.
- BASE AS SCHEDULED
- CONT. MTL STUD TRACK WITH
ANCHORS AT 24" O.C.
PROVIDE WIRE MESH FABRIC
CONT. MTL STUD. TOP TRACK TO SECURE INSULATION IN
CAVITIES
T/WALL EL. 14'-0"
3/4" FIRE RETARDANT TREATED
PLYWOOD, OVER METAL JOISTS AT 16"
O.C. REFER TO SCHEDULE ON SHEET.
PROVIDE CONT. HORIZONTAL
EXTEND GWB FULL BRIDGING AT 5'-0" O.C. VERTICAL
WAREHOUSE SIDE INSULATION
OF PARTITION AT 6" LAYER OF ACOUSTICAL BATT
3-5/8" HORIZONTAL METAL BRACING
31/2" SOUND AT 48" O.C. PERPENDICULAR TO
ATTENUATING BATT JOISTS, TYP.
INSULATION
CLG. EL. 9'-0"
5/8" GWB ON 6" METAL JOISTS AT 16"
O. LAP JOISTS AT STUDS.
PROVIDE WATER
RESISTANT GWB AT ALL 5/8" GWB EACH SIDE OF METAL
TOILET ROOM AND WE STUDS AT 16" O.C. TO ROOF DECK
WALL LOCATIONS TO 8'-0"A.F.F MIN. BASE AS SCHEDULED
CONT. MTL STUD TRACK
WITH ANCHORS AT 24"
Q.Q.
PARTITION DETAIL REMOTE TOILET WALL
6" LAYER OF ACOUSTICAL
BATT INSULATION
3 5l8" HORIZONTAL METAL STUD
BRACING AT 48" O.C.
PERPENDICULAR TO JOISTS,
CLG. EL. SEE
TYP.
CLG. EL. 9'-0"
PLANS
ACOUSTICAL CEILING AS -
SCHEDULED
5/8" GWB ON 6" METAL JOISTS
AT 16" O.C., ALIGN JOISTS WITH
31/2" SOUND
STUDS.
ATTENUATING BATT
5/8" GWB ON 3 5/8" METAL STUDS
INSULATION
AT 16" O.C.
/ BASE AS SCHEDULED
CONT.METAL STUD TRACK
WITH ANCHORS AT 24" O.C.
1l2"
2" SOLID CMU WALL CAP
BOND BEAM, WITH #5 CONT
8" CMU. GROUT SOLID.
PROVIDE HORIZONAL
JOINT REINFORCING AT 16"
O.C. AND #5 BARS
VERTICAL AT 40" O.C. AND
AT CORNERS.
P-8
SEALANT AT BASE OF CMU
WALL (BOTH SIDES)
PARTITION DETAIL - SCRUBBER DUMP WALL
1/2 = V-0"
CONT. MTL. STUD TOP TRACK
6" LAYER OF ACOUSTICAL
BATT INSULATION
5/8" GWB ON 6" MTL JOISTS AT 16"
O.C., LAP JOISTS AT STUDS.
BASE AS SCHEDULED
CONT. MTL STUD TRACK WITH
ANCHORS AT 24" O.C.
PARTITION DETAIL - OFFICE WALL
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PERMITS: 02/27/2019
Revisions
No. Date Description
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6" LAYER OF ACOUSTICAL
BATT INSULATION
If this document is sealed and signed in a dig.
CONT. MTL STUD. TOP TRACK
3 5/8" HORIZONTAL
or electronic format and is received from sor
MTL BRACING AT 48" O.C.
other than the sealing professional identified
6" MTL STUD BRIDGING Oc48" O.C.
PERPENDICULAR TO JOISTS, TYP.
he document, you must contact the sealing
professional in writing to validate authenticit!
the document. The sealing professional disc
CLG. EL. 9'•0"
the seal and signature and shall not be Iiabk
h
any liability associated with it where the
31/2" SOUND
5/8" GWB ON 6" METAL JOISTS AT
authenticity of any digital or electronic seal c
signature has not been validated in this man
ATTENUATING BATT
16" O.C., ALIGN JOISTS WITH
INSULATION (WHERE a
STUDS.
INDICATED ON PLANS)
5/8" GWB ON 3 5/8" METAL STUDS
Job Number 8346000
AT 16" O.C.
Drawn By NDI
PROVIDE WATER
RESISTANT GWB AT ALL
TILED WALL AS SCHEDULED
AIBy SDV
TOILET ROOM AND WET
CONT. MTL STUD TRACK
Sheet Title
WALL LOCATIONS TO
WITH ANCHORS AT 2 4," O.C.
8'-0"A.F.F MIN.
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PARTITION WALL
DETAILS AND
NOTES
A \ PARTITION DETAIL
- TOILET ROOM PARTITION
Sheet Number
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CODE COMPLIANCE FLOOR PLAN
1/16" = V-0"
0'
CODE
SUMMARY
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APPLICABLE CODES: 2017 FLORIDA BUILDING CODE SIXTH EDITION (FBC 2017 6th
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EDITION) ADOPTS 2015 INTERNATIONAL BUILDING CODE
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(IBC 2015) WITH AMENDMENTS
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BUILDING: FBC 6th EDITION (2017)-BUILDING
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FBC 6'h EDITION (2017)-EXISTING BUILDING
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MECHANICAL: FBC 6'h EDITION (2017)-MECHANICAL
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PLUMBING: FBC 6'h EDITION (2017)-PLUMBING
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ELECTRICAL: FBC 6'h EDITION (2017)-ELECTRICAL
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ENERGY CODE: FBC 6'h EDITION (2017) ENERGY CONSERVATION CODE
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ACCESSIBILITY CODE: FBC 6'h EDITION (2017)-ACCESSIBILITY
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FIRE CODE: FFPC 6'h EDITION (2015)-FLORIDA FIRE PREVENTION CODE
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ADOPTS NFPA 1 FIRE CODE 2015 AND
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NFPA 101 FIRE (2015) EDITION WITH FLORIDA AMENDMENTS
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A. EXISTING BUILDING: NO CHANGE TO BUILDING FOOTPRINT
A
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1.
OCCUPANCY (FBC 311.2) AND OCCUPANT LOAD (FBC T-10004.1.2):
ci
NON -SEPARATED MIXED USE (FBC 501
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a. S-1:MODERATE-HAZARD STORAGE (EXISTING TO REMAIN)
• 52,450 SF / 500 = 105
b. B: BUSINESS
Issuances
5,218 SF / 100 = 52
PERMITS: 02/27/2019
c. A3: ASSEMBLY; ACCESSORY TO 8-1 (LESS THAN 10% UFA) (FFPC 6.1.14.1.3 (3) and
(4), 1.14.1.4 and FBC 508.2.4)
2,820 SF / 15 = 188
Revisions
d. TOTAL 60,428 SF = 345 OCCUPANTS
No. Date
Description
2.
EXISTING USE: PACK AND SORT FACILITY
3.
PROPOSED USE: NO CHANGE
4.
CONSTRUCTION: TYPE II-B FBC 602.2 NO CHANGE
5.
AUTOMATIC FIRE SUPPRESSION
a. FACILITY FULLY SPRINKLERED (FBC 903 2.9)
b. FIRE EXTINGUISHERS: MAX TRAVEL DISTANCE 75 FEET 1906, T-906.3)
c. FIRE SUPPRESSION - DEFERRED SUBMITTAL
d. SMOKE AND HEAT REMOVAL NOT REQUIRED; ESFR SPRINKLERS (FBC 910.2 -
EXCEPTION 2)
6.
BUILDING HEIGHT (NO CHANGE)
a. ALLOWABLE HEIGHT: 75 FEET (FBC 504, T-503)
b. ALLOWABLE STORIES: 3 (FBC 504, T-503)
c. ACTUAL: 1 STORY
7.
BUILDING AREA (ACTUAL): 59,574 SF (NO CHANGE)
a. ALLOWABLE AREA FACTOR: 70,000 SF (T-506.2)
B. MIN
TYPE II-B CONSTRUCTION REQUIREMENTS (FBC T-601; UNO):
1.
STRUCTURAL FRAME: 0-HR.
2.
3.
EXTERIOR WALLS: 0-HR.
INTERIOR WALLS: 0-HR.
4.
5.
FLOOR CONSTRUCTION: 0-HR.
ROOF CONSTRUCTION: 0-HR.
Q
6.
OTHER NON -BEARING PARTITIONS: 0-HR. (FBC T-601)
7.
CORRIDOR WALLS: 0-HR. (FBC T-1018.1)
C. MEANS OF EGRESS REQUIREMENTS:Uj
1,
S-1 -STORAGE:
A. REQUIRED: MAX TRAVEL DISTANCE: 400 FT. (FBC T-1017.2, 1017.2.2)
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B. PROVIDED: MAX TRAVEL DISTANCE: 278 FT.
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2.
B- BUSINESS:
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A. REQUIRED: MAX TRAVEL DISTANCE: 300 FT. FBC T-1017.2
B. PROVIDED: MAX TRAVEL DISTANCE: 119 FT.
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C. ACCESSORY: ASSEMBLY (A-3)
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a. REQUIRED: MAX TRAVEL DISTANCE: 250 FT. (FBC T-1017.12
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b. PROVIDED: MAX TRAVEL DISTANCE: 243 FT.
W
3.
MAX COMMON PATH OF TRAVEL:
A. MODERATE
♦^
CIO
W
0_
4.
-HAZARD STORAGE (S-1): 100 FT. (FBC T-1021.2)
EGRESS
WIDTH (PER OCCUPANT):
C) �
A. DOORS: 0.2' (FBC 1005.1)
OW
5.
MIN CORRIDOR WIDTHS: 44" (FBC T-1018.2)
6.
MAX DEAD END CORRIDOR: 50 FT. (FBC 1018.4, EX.2)
7.
REMOTENESS OF EXITS:
UM
A. MINIMUM REQUIRED= 123'1(1/3 DIAGONAL) (FBC 1015.2.1, EX.2)
W
B. PROVIDED= 323'1
E. PLUMBING FIXTURE REQUIREMENTS (FPC T-2902.1):
1.
PLUMBING FIXTURES:
/
A. REQUIRED:
a. MODERATE HAZARD STORAGE (S-1) (105 PERSONS/53 PER GENDER)
J
• WC: 11100
PER
• 1 PER GENDER
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• L: 1I100
• 1 PER GENDER
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b. BUSINESS (B) (52 PERSONS/26 PER GENDER)
• WC: 1/25 FOR FIRST 50, REMAINDER 1/50
1. 2 PER GENDER
• L: 1/40 FOR FIRST 80, REMAINDER 1/80
1. 1 PER GENDER
c. ASSEMBLY (A-3) (188 PERSONS/94 PER GENDER)
• WC: 1/125 (MALE), 1165 (FEMALE)
• 1 MALE
• 2 FEMALE
• L: 1/200
• 1 PER GENDER
Sea]
d. TOTAL REQUIRED:
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• WC: 4 (MALE), 5 (FEMALE)
• L: 3 (MALE) 3 (FEMALE)
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B. PROVIDED:
• ; - * -
: .
WC: 10 (6+4 URINAL) (MALE), 10 (FEMALE)
3�t AR98585
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L: 6 (MALE), 6 (FEMALE)
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C, SERVICE SINK: 1 REQUIRED, 2 PROVIDED
D. DRINKING FOUNTAINS: 3 REQUIRED, 4 PROVIDED
2.
MAX TRAVEL DISTANCE TO TOILET ROOMS:
R
A. REQUIRED: 1 STORY, 500 FT. (FPC 403.3.3)
1.
MAX SUBSTITUTION OF URINAL FOR WC IN ANYONE TOILET ROOM: 50% (FPC 419.2)
611',�/1'
CODE LEGEND
100
EXIT/EXIT ACCESS WITH CAPACITY SERVED
If this document is sealed end signed in a digital
or electronic format and is received from someom -
other than the seating professional identified in
DIRECTION OF EGRESS INCUDING SECONDARY EXIT/EXIT ACCESS
the document, you must contact the sealing
professional in writing to validate authenticity of
O
OCCUPANT LOAD OF SPACE AND BASIS FOR CALCULATION
the document. The sealing professional disclaims
the seal and signature and shall not be liable for
XXX/XX SF
th
any liability associated with it the
authenticity of any digital or electronic seal or
signature has not been validated in this manner. .
EXIT
xxx
PROVIDED OCCUPANCY CAPACITY
Job Number 83460006
MAXIMUM OCCUPANCY CAPACITY
Drawn By NDE
III
MOUNTED FIRE EXTINGUISHER/ FIRE EXTINGUISER CABINET WITH CLASS A
App/d By SDW
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ORDINARY (MODERATE) HAZARD OCCUPANCY A EXTINGUISHER
Sheet Title
NOTE: FINAL FIRE EXTINGUISHER LOCATIONS TO BE COORDINATED WITH
F.E.0 / F.E.
AUTHORITY HAVING JURISDICTION (MAX 75' TRAVE/L*DISTANCE)
10
EMERGENCY EXIT SIGNAGE NI
}
LIFE SAFETY AND
CODE
COMPLIANCE
FLOOR PLAN
Sheet Number
GOA
13
STRUCTURAL ABBREVIATION INDEX
ABBREV.I
ITEM _
A/E
Architect/Fri r eer
n -g
AS
_
I Anchor Boft/_Column Anchor Rod
ACIF'
Auge•ed Cast In Place
AESS
- _ _
Architecturally Exposed_ Structral Stueel
AFF
Above Finished Floor.
ALT
Alternate
AP
Anchor Plate
ARCH
Architectural_-_
_
BB
TC --_
Bond Beam__ _
Bottom Chord.
BFF
Below Finished Floor
BL
Brick edge
_
BM
Beam
BP
B_ RG
Beating Plat-_T
Bearing.
BT
_
Bent
C!C
_
Center -la -Center
CANT __--1Cantilever
CRP
Column Rase Plate
_
CJ
Construction Joint
CJ ^
Contraction Joint
CJ
. Joint_
-II-Control
CJP __-
_
I cm p-let-i Joint Penetration Weld
------11{+++
Ct.
.--._.
Cenlerhne
C_L_R_
;Clear_
CMU. _
Concrete Masonry Unit
COL
Column__
CONIC
Concrete
CONN
Connection, Connect
CONT
CDCRD
Continuous _
Coordinate
DA
DB
DBE
Deck Angle
Deck Bar
Deck Bearing Elevation
DIA, O
1 Diameter
DP
Deck Plate
DWG
-�
Drawings)
EA_
Each
EF
!Each Face
EL
iElevation
EQ
ES
1 lEqual_
,Each Side
EW
EX
E--ach Way
Existing
EXP -
Expansion
EXT
_
Exterior
FD
_ T
Floor Drain
PDN
_
Foundation
FF
Finished Floor
FPE
Finished Floor Elevation
Fle
Foundation_ Pier____ _
FS .Far
FTG,-F _
FV IField
-
Side
Footing.____
Verify
GA
Gauge
GALV __.
GB.
Galvanized_
GBeam __-------
rade.
_
GS
Grout Solid
GT
Girder Truss
HD
Hold Down Anchor
HO_RZ
Horizontal
HP
High Point
HS
_
Headed Stud
_
_
Height
_HT
ID
Inside Diameter__
_
IF
Inside Face
STRUCTURAL ABBREVIATION INDEX
ABBREV.
ITEM
INT
Interior
JB
I cistB ea n Elevation
Bearing I
_______
L
Lintel
_
L
_Angle__
LAT.
LaEeraf _
LD
Load
LF
Linear Fcot
LG
Lon
LLH
Long Leg Horizontal _ __-
LLV
LOC N
Lon Le Vedical
9
Location_
_
LP
Low Point
LW
MAX
Long Way
Maximum
MCJ
Masonry Control Joint
MECH
Mechanical
Vii
Mmrmum --_ _-
NS ___
NTS_
Near Side__
Not To Scale
0/0
Out to -Out.
OC
On Center
OD
Outside Diameter _
OF
Outside Face
OFD
OH
Overflow Drain
Oppo t e Hand
PC
Precast T
PEMB _�Pre�Engineered
Metal Building._
PERP
Perpendicular
PL
___yPlate
PT
'Pressure Treated ___ -
R, RAID
;I
_
RD
�RR--adius_____i,.
lr<oof Drain
RE:
Reference. Refer to
REINF
Reinforce
REM
Remainder_
REQ'D
Required
RMW
Reinforced Masonry Wall
RT_U_ __
RXN
Roof Top Unit
--Reaction
SC
Slip Critical
_
SF
Step Footing--------
SIM -
Similar
SOG
Slah On_Gr id_e____.
_
SPCS
_
-,---Spaces--------
SS
Stainless Steel
_
____
STL
_- _.
Steel _
T&B
Top and Bottom __
T.O.ITO
_
TO
Top Chord_
_
TCX ,--
Top Chord Extension
TOB
Top of Beam
TOF
TOL
To of Foot_in
P _ 9
Top of Ledge
TOM_
Top of Masonry
TOS
Top of Steel
Top of Wall,_
TYP
UNO
V_ER7_
Typical�-
Unless Noted Otherwise
Vortical
w/
With
WF
WP
Wall Footing
Working Point
WWF
Welded Wire Fabric
ENGINEERING DATA
CONCRETE MASONRY NOTES
Design soil bearing pressure
2000 psf (Assumed)
1.
Concrete masai try units shall conform to ASTM C90, below grade units shall be medium or
normal weight.
Design stresses
2.
Mortar shall confor
rm orm to ASTM C27 and shall b made with Type I rtland cement Ilme r
0.a e o 0
YP P
mortar cement. Mortar shall be Type S.
Concrete
3.
Grout shall Conform to ASTM C476, with a minimum compressive strength of 2000 Psi.
Footings and Foundations
fc. = 3500 psi
4.
All bolls anchor,;, etcinserted into the walls shall be grouted solidly into position.
Grade slabs
f � -� 35 psi
c 00 P
5
masonry h•
The mas i, ,
Y been engineered, and shalt be inspected in accordance with chapter 1 of
9 P P
Reinforcingstoat
F = 60000 psi
Y P
4
TMS 02lACI 5? 0lASCE 5 (BuildingCode Requirements for Mason Structures). !,
q Masonry
minimum Level B Assurance I essential
Qualm Assu an ,e program is required Level C for s-antis/ facilities'.
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Steel
Periodic inspection shall be performed daily with a minimum of one inspection for every 1:500
W shapes
Fy = 50000 psi
square feet or portion thereof.
Rectangular S 5 gu HISS shapes p s (A 00)
Fy = 46000 psi
6..
Contractor shall resign and provide all temporary bracing required for strength and stability of
Round HSS & Pipe shapes A5U0)
Fy - 42000 psi
the masonthroughout construction. At a minimum; comply with OSHA and local
All other shapes
Fy = 36000 psi
requirements for temporary bracing of walls.
Structural bolts
ASTM A325
Anchor bolts/Column anchor rods
ASTM F 1554 - Grade 36
Welding electrode
E70XX
Masonry
LIGHT GAUGE METAL FRAMED WALL FRAMING NOTES
CM U
P -
m - 1500 psi
Grout
-
fc - 2000 psi
1.
Light gauge metal stud sizes s P details s
g y 9 d s zt shown on plans & data s are based on metal stud industry
standards.
Structural design requirements
2_
It is the contractors responsibility to design and detail all studs and their connections in
accordance with the current local building code and AISI's Standards and Specifications.
Roof live bad -
20 psf
Provide shop drawings- that indicate all member sizes and connection requirements- including
fasteners and clips. Shop draw rigs shall he sealed by a registered engineer
r in the state of
Occupancy Category
II
Philadelphia for Architect'sreview
3.
Where stud depth, width, or thickness is indicated on drawings it shall be considered a
Roof Snow Load
minimum requirement,
4,
Where metal studs provide backup for metal panel or other specialty finish material, the
Ground snow load Rg)
0 Par
construction manager and stud supplier shall verify/coordinate minimum stud gauge
Flat roof snow load Rf)
0 psf
thickness requirements with the supplier of the wall finish material. The metal pamel/finish
Wind Load
supplier may heave minimum thickness requirements that must be met with stud backup.
Ultimate design wind speed (3 sec)
157 mph
5.
At openings in framed walls, all headers, sills, jamb studs, and related connections shall be
Wind exposure category
C
trans to designed
desi g star wind and gravity loads to the supporting primary structure.
Internal pressure cost (GCm)
0.18
6.
Studs shall be securely attached to track components. at the top and bottom of the wall
Components & cladding (varies)
assembly. Stud ends shall be seated tightly in all load -bearing walls.
Wall stud design pressure
9 p
varies- per ASCE7
P
7.
Fasteners along edges in shear panels shall be laced not less than 3/8 inch in. from panel
J 9 P P
edge.
Earthquake
8.
Plywood10S8 sheathing shall be fastened to studs with No. 8 flat head screws with a
Seismic importance factor, Is
1.0
minimum head diameter of0292 inches
Spect al espo se
Spectralresponse
-
Ss - 0.057 g
9.
Metal framing shall be fastened together with minimum #8 wafer head self drilling screws,
9 g g.
S1 = 0.030 g
10,
Unless noted otherwise, install 112" diameter anchor bolts in bottom track at 2'-8" on center
SDs = 0,061 g
with minimum of two bolts per length of wait
SDI =0.047g
Site class
D
Seismic design category
A
Basic seismic force resisting system:
Steel OrdinaryMoment Frame
6
CONCRETE MIX GUIDELINES
Design base shear
128 K
_
Seismic response coefficient Cs
0.017
Footings
and Foundations
Response Modification Factor R
3 1/2
Analysis Procedure
"Equivalent lateral force"
Slump 4 inch <1- 1 inch
Large Aggregate 1 inch '
Design codes
Slabs
-on -grade - Interior
General building code
International Building Code 2015
Concrete
ACI 318
Water/Cement Rate 0.45 (this must be hold: Note 3)
Steel
AISC 360 - LRFD
Slump 3 inch +/- 1 inch.
Masonry
TMS 402/ACt 530/ASCE 5
Large Aggregate i inch
STEEL NOTES
1.
In footings and foundation concrete 25 % flyash or 30 % ground blast furnace stag is
acceptable. A minimum of 30% ground blast furnace. slag is recommended for interior slabs.
1. Structural steel shall be finished as follows:
2.
Aggregates shall be clean uniformly graded from coarse to fine.
a. Non -fire roofedinterior s II hY feel shall be shop
P
aimed with min. i 5 mil d film
PP dry
3.
Water -reducing admixture may e used maintain w rr r -
s b us toate ,cement ratio AND workability -
kabilii 3 Y
thickness
thickness of a rust inhibiting primer.
note that this may affect finishing ffec finish/ procedures.
y 9
2. Erector is to provide temporary bracing sufficient to hold
frame in position until all construction
4.
Coordinate admixtures and curing measures to be compatible with flooring materials and
necessary for building stability is complete.
adhesives.
3, Refer to specs. and Arch. drawings for all fireproofing requirements and UL assembly Nos.
Columns do not necessarily conform to minimum size requirements of the UL assembly.
Adjust thickness f fireproofinge it oas r u ed based on
1 q
W/D ratio as outlined in the latest
( )
edition of the "Fire Resistance Directory" b Underwriters"
y y
Laboratories, Inc. All assemblies
oGENERAL
FOUNDATION AND CONCRETE NOTES
shall be considered unrestrained.
i.
Fill material shall ma be thoroughly compacted prior to placement of concrete. Fill under all
Y P P
r
slabs on grade shall be as recommended in the geotechnicat report If there is no
gerfachnical report, a minimum of 6" of well draining granular material shall be placed
under all slabs on grade (UNO elsewhere in the construction documents)..
2..
Unless otherwise noted, a 15.mi1, ASTM E 1745 Mass A vapor barrier, with a
permeability rate of 0.01 perms or lower, shall be placed under all slabs on grade after
under floor work and compaction is complete Seal all laps and penetrations Turn up
GENERAL. POST INSTALLED ANCHOR NOTES
vapor barrier against wall at all slab edges.
1.
Post installed anchors shall only be used where specified on the construction documents. The;
3. Lap all reinforcing ;es indicated in "Reinforcement Development and Lap Splice
contractor shall obtain approval from the Architect prior to installing post installed anchors in
Lengths" detail. Provide corner bars for all horizontal reinforcing. Provide dowels from
place of missing or misplaced cast -in -place anchors.
footing equal in size and number to vertical wall or pier reinforcing DNO).
GENERAL STRUCTURAL NOTES
2.
Unless otherwise noted In the drawings all post installed anchors are based on Hilti
4. Cover for reinforcing shall be in accordance with ACI-318.
5. Slabs on grade are designed for a dry condition. Buildup of hydrostatic water pressure
1.
All work shall be. performed in accordance with the contract documents. In case of a conflict
P
3.
Corporation product information.
Within contract documents adhesive anchors may be generically referred to as epoxy anchors,
on walls or slabs is not cremated, and drainage shall be provided per the design
requirements of nor -structural design trades to prevent this condition from occaring.
within the contract documents, the more stringent condition shall govern, unless directed
where this occurs substitute the ward epoxy with adhesive.
otherwise by the engineer of record. Prior to implementation, any discrepancies shall be
4.
Adhesive anchors used in concrete under a tension condition cannot be installed until after the
reported to the architect for clarification.
concrete has cured for a minimum 21 days inaccordance with ACI D5.5.2.
2.
In the event that certain details of construction are not indicated or noted in the drawings,
5.
Adhesive anchors shall be installed in concrete having a minimum age of 21 days at time of
details for similar conditions that are indicated or noted shalt be utilized, subject to the
anchor installation.
structural engineer's approval.
6.
Anchorage to solid masonry shall be done by either adhesive anchors or screw anchors see
3.
Openings and penetrations through structural elements, and items embedded in structural
details for specific use.
elements that are not indicated in the structural drawings shall be reviewed b the structural
9 Y
7.
Anchorage to hollow masonry shall be don it screen chor .
9 Y ew hanchors.
engineer prior to fabrication, erection and/or construction.
8.
Provide ICC approved adhesive anchors based n following:
PP as d o the
4.
Materials or equipment shall not be placed on unfinished floors or roofs in excess of 20 psf
A. Concrete anchors -
nor on finished floors in excess of the design live loads which are indicated in the structural
a. Automatic hole cleaning Hill HIT -RE 500-V3 with HAS threaded rod or Hd4 HIT
drawings, Impact loading shall be avoided.
HY 200 Safe Set with HY200 HAS threaded rod -
5.
The structure has been designed for the in-service loads only. The methods, procedures and
No hole cleaning - Hill HIT HY 200 Safe Set with HIT-Z or HIT-Z-R
sequences of construction are the responsibility of the contractor. Contractor shall take all
threaded. rods
re r
necessary � precautions to maintain and ensure the integrity of the structure at all stages of
• Masonry anchor- Hirt HIT HY 70 with HAS-E rods
Y
construction. Contractor shall immediately notify the structural engineer of any condition
9..
Provide ICC approved mechanical anchors based on the following:
-
which, in his opinion, might endanger the stability of the structure or cause distress in the
A. Torque Control ITC) anchor - Hilti Kwik bolt TZ
structure:
B. Sleeve anchor - Hill HLC Sleeve anchor
-
6.
All existing conditions and all related dimensions indicated in the contract documents shall be
C. Screw anchor - Hifti Kwik HUS-EZ
field verified prior to fabrication, erection and/or construction Any condition that differs from
10.
See specifications for specific product information andinstallation instructions, and drawings
_
that indicated in the contract documents shall be submitted to the architect for review prior to
for application use.
fabrication, erection and/or construction.
11.
All installations shall be done by an individual certified by the manufacturer. Certifications shall
7.
.The structure has been designed to meet or exceed serviceability requirements of section
be submitted to the special inspector prior to commencement of work.
1604.3 of the International Building Code. All non-structural components & their connections
12.
All anchors shall be inspected as described in specifications.
that are anchored to the structure shall be designed to allow for the movement of the
13.
Anchor capacity is dependant on anchor spacing and edge distances, Install bolts as detailed
structure caused by wind, snow, live, thermal, shrinkage/creep and earthquake loads, Non-
14,
If anchors cannot be installed as detailed notify Architect for alternate connection detail
structural components include items such as non -load bearing walls, MEP components,
15.
Existing reinforcing bars in the concrete may conflict with specific anchor locations. Unless
bulkheads, eta
noted otherwise those bars are not to be cut. The contractor shall review the drawings and
8.
Provide special inspection in accordance with chapter 17 of the International Building Code
undertake a method to locate such bars.
and with project specifications.
9.
Post installed anchors shall be the specific product indicated Where product substitutions
are desired.. they shall be submitted to engineer for review & approval a minimum of 2 weeks
prior to planned installation, Adhesive anchors shall be installed using products that are
approved by the supplier for all temperature considerations. Installation shall be in
accordance with suppliers published installation instructions.
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P - T 1 TION 1704.2.5 - -
RE FABRICA ED CONSTRt. ( )
CONT2
PERIODIC2
REFERENCE STANDARD
___
NOTES
4_
3&
1
3
STRUCTURAL STEEL C N I kUCTI_ON_(_1_70_5.2)
8 -� -- -
4
t Verify Bolt, Nut &.hasher M14ateuals
X
A
ASTM. pets AISC 360 A�.3
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-
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X
AISC 360-A3.5
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_
X
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8
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X
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5
10
MASONRY CONSTRUCTION (1705.4)
TMS 402/ACI 530/ASCE 5
7&10
11
13
14
15
16
Proportions of Site -Prepared Mortar /Grout
Type, Size & Location of Anchors
Hot: or Cal d WCal Protection
Verify Clean Grouts ace
Grout Placement
X
X
X
X
TMS 602-ART 2.1 2.6A, 2.6B,2.6C 2.4G.i.b
TMS 402 - SEC 1 2_1ptg, 6,1.4.3, 6,21
TMS 602 ART 1.8C, 1.81)
S 602 ART 3 2D 3 2F
TMS 602 ART 3 5 3 6C
17
_ _
Observe. Preparation of: Test Specimens 1 Prisms i
-
_ _
X
TMS 602 ART 1.413.2.a.3. 1 AS 2.b.3, 1.46.2.c 3
1.46:3. 1.48.4
18
Compliance w( Const Does & Submitlals. _
X
'TMS 602 ART 1.5
19
_ _
20
21
____._0._____.-__-__-__-__
CFMF STUD CONSTRUCTION (1705.5 1704,2.5 FOR PREFABRICATED CONSTRUCTION)
-
for studs all I
Verifysize spacing an grade h s ud walls
P 9 d a
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STRUCTURAL SPECIAL INSPECTION. SCHEDULE NOTES:
1. Items marked with an'X' shalshall Fe inspected in accordance with chapter 17 of the building code by a certified special inspector from an
established testing agency. For material sampling and testing requirements, refer to the project specifications and the specific general notes
sections. The testing agency r;[fall. send copies of all structural testing and inspection reports directly to the architect, engineer, contractor, and
building official, Any items which fail to comply with the approved construction documents- shall immediately be brought to the attention of the.
contractor for correction. If discrepancies are not corrected, they shall be brought to the attention of the building official, architect, and engineer
prior to completion of that phase of the work. Special. inspection testing requirements apply equally to all bidder designed components.
- means the full-time observation of work requiring special ins inspection b an approved special inspector who is
2 Continuous special inspection q gp y pp p p
present in the area where the work is being performed. Periodic special inspection means the part-time or intermittent observation of work
requiring special inspection by:+n approved special inspector who is present in the area where the work has been or is being performed and at
the completion of the work. (sect 1702)
3, Special inspection is not requined for work performed by an approved fabricatorpersection 1704.2.5.2.
4. Inspection for pre -fabricated construction shall be the same as if the material used in the construction took place on site, Continuous inspection
will not be required during pre -fabrication if the approved agency certifies the construction and furnishes evidence of compliance.
5. All welds shall be visibly inspected
6. All complete penetration welds shall be tested ultrasonically or by using another approved method. _
7. Continuous special inspection is required for adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained
tension loads in accordance with building code section 1705.3. Periodic special inspections is allowed for mechanical anchors and adhesive
anchors not defined in the continuous special inspections requirements noted above. Post -installed anchors into masonry or concrete may be
used only when approved by architect and/or engineer using an approved product with current published ICC-ES research report issued by an
approved source in accordance with 17.8.2 in AC1318 or other qualification procedures.
8. Special inspection for slructucil steel shall be per AISC 303, Section 8 or the project contract documents, whichever is more stringent
9. Any construction or material that has failed inspection shall be subject to removal and replacement,
10 U Q reference N r r masonry standards n dards are TMS 402/ACI 530/ASCE 5 and TMS 602/ACI 530. VASCE 6.
11. This tabfe and notes represent code requirements for structural portions of the project and is not a complete representation of what may be
required by chapter 17 of the building code. See chapter 17 and project specifications for additional requirements,
HORIZONTAL TOP BARS- EPDXY COATED
BAR
SIZE1
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CASE CASE 2
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REINFORCEMENT DEVELOPMENT AND -LAP SPLICE LENGTH NOTES:
I HORIZONTAL BOTTOM BARS ARf HORIZONTAL BARS SO PLACED THAT 12" OR LESS OF FRESH CONCRETE IS
CAST IN THE MEMBER BELOW TI IF DEVELOPMENT LENGTH OR SPLICE.
2, HORIZONTAL TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF FRESH CONCRETE IS
CAST IN THE MEMBER BELOW TFIE DEVELOPMENT LENGTH OR SPLICE.
3. CASE 1: CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN Db, CLEAR COVER NOT
LESS THAN Db, AND STIRRUPS Olv TIES THROUGHOUT rd NOT LESS THAN THE CODE MINIMUM OR CLEAR
SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAT 2db AND CLEAR COVER NOT LESS THAN
db.
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2. THOROUGHLY CLEAN UNDERSIDE OF EXISTING FOOTING PRIOR TO PLACEMENT OF
UNDERPINNING.
3. FORM AND INSTALL FIRST PLACEMENT, LEAVING (3") MIN SPACE UNDER EXISTING
FOOTING FOR GROUTING.
4. ON THE (21 DAY AFTER FIRST PLACEMENT, REMOVE ALL DIRT, LAITANCE, OIL,
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5. REMOVE FREE WATER AND COMPLETELY PACK (3") SPACE wl NON -SHRINK GROUT, DO
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NOTE: THIS DETAIL REPRESENTS THE RECOMMENDED GUIDELINES AND MINIMUM
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rsuances
'd4MITS 0212812018
Revisions
No. Date Description
I I
I
If this doorman is sealed and signedin a digital
or electronic format and is received from someone I
other than the sealing professorial IdeiGfied in
the document, you must contact the sealing
professional in wriPng to validate authenticity of
the document The fasting precessional disclaims
the seal and signature and shall not be. road for.
any fairly associated with it where the
onthentioty of any digital or electronic seal or
sianalure has not been varinated'in this manner- I
dub Number 83460006
Drawn By AMS
If App/d By TDH
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DETAILS _
Sheet Number
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EXISTING FENCED
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LUNCH ROOM,
ENCLOSURE AND
STILT STRUCTURE
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X I
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III I
-(EXISTING) RESTROOM
REMOVE SPRAY PAINT BOOTH IN
ITS ENTIRETY
CAP AND SEAL ROOF VENT OPENINGS.
PATCH AND REPAIR ROOF TO MATCH EXISTING -
i
- DEMOLITION NOTES
O O O 15
i 8 I 10 11 12 13 1
1. EXISTING BUILDING CONDITION BASED ON OWNER PROVIDED DRAWINGS AND Z -
LIMITED FIELD VERIFICATION. VERIFY EXACT CONDITIONS IN FIELD. SHOULD ^^ __ w n
DISCREPANCIES OCCUR, NOTIFY ARCHITECT FOR CLARIFICATIONS. W z
2. BEGINNING WORK INDICATES THAT THE CONTRACTOR HAS ACCEPTED AND CD c E
VERIFIED EXISTING CONDITIONS.
3. COORDINATE DEMOLITION WITH ALL CONTRACTORS WORKING IN AREAS BEING q� W 0
! RENOVATED. LPof
4. DURING DEMOLITION, PROTECT ALL ADJACENT CONSTRUCTION TO REMAIN. V - ?
5. ANY ASBESTOS CONTAINING MATERIALS THAT ARE ENCOUNTERED ARE TO BE v W v
REMOVED BY THE OWNER. n . � a o
O 6. REFER TO SITE, STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOM AND ` L C9
SECURITY DRAWINGS FOR ITEMS TO BE REMOVED NOT SHOWN HERE.
7. COORDINATE THE RETURN AND STORAGE of ALL ITEMS DESIGNATED AS W z
(EXISTING) SALVAGE WITH OWNER. >- 'a
DOCKING t 8. PROVIDE TEMPORARY SHORING ANDIOR STAGING OF THE DEMOLITION WORK. O 0j m
PLATFORM<. 9. SOME OF THE CONCRETE WALLS OF THIS BUILDING ARE LOAD -BEARING. W
x COORDINATE DEMOLITION OF ALL WALLS OR PORTIONS OF WALLS FOR NEW (7 se m
l}1x D02 X OPENINGS WITH STRUCTURAL DOCUMENTS AND EXISTING CONDITIONS. ' Cl?
CONTRACTOR IS RESPONSIBLE FOR SHORING ALL STRUCTURE SUPPORTED BY CL a ro o
BEARING WALLS PRIOR TO REMOVAL.
x I 10. REMOVED ALL UNUSED EQUIPMENT, PIPING, ETC. TO THE POINT of ORIGIN.
DN X PATCH AND REPAIR AREAS AS REQUIRED. VERIFY POSSIBLE REUSE WITH NEW Issuances
II } PLUMBING SYSTEM, FIXTURES, AND EQUIPMENT PRIOR TO REMOVAL. PERMITS: 02/2712019
z 11. NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY IF THE SAFETY OF THE
k o z z STRUCTURE APPEARS TO BE COMPROMISED. STRUCTURE TO BE PROPERLY
o aD a00SUPPORTED DURING DOMOLITION. Revisions
- s o 12. ALL EXISTING UTILITIES, PIPES, LINES, AND CONDUITS WHICH ARE TO REMAIN No. Date Description
SHALL BE CONCEALED WITHIN FLOORS, WALLS, OR CEILINGS.
13. EXISTING LIFE SAFETY ALARM SYSTEMS, IF EXISTING, SHALL BE REMOVED.
COORDINATE WITH LOW VOLTAGE AND SECURITY DRAWINGS.
- -(EXISTING) WOMEN'S RR-- - -- - - B
(EXISTING) MEN'S RR D09 I
10MECHANICAL DEMOLITION NOTES
V.I.F DN
RELOCATE ALL ELECTRICAL _
I 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND/OR
PANELS NECESSARY FOR - - - - -- REGULATORY AGENCIES, CODES AND REGULATIONS FOR NEW WORK.
RELOCATION. O OPERATIONS. GC TO CORDINATE D06 CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THEIR WORK
- - WITH OTHER TRADES AND WITH THE CONSTRUCTION MANAGER
_ _FF� XX 2. WORK IDENTIFIED WITH MECHANICAL AND ELECTRICAL NOTES AND KEY NOTES
III II X SHALL BE PERFORMED BY QUALIFIED MECHANICAL AND ELECTRICAL
CONTRACTORS RESPECTIVELY UNDER DIRECTION OF THE CONSTRUCTION
WAREHOUSE AREA fi X (EXISTING) MANAGER. COORDINATE WITH OWNER'S REPRESENTATIVE.
�_ - JIB Imo- LUNCH ROOM 3. VERIFY ALL CONDITIONS IN FIELD BEFORE START OF CONSTRUCTION, NOTIFY
D18 r- - ��I[ ���. II '� -(EXISTING) ARCHITECTIENGI NEER OF DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL
I 11 0 3/4 V �� CONFERENCE FIELD CONDITIONS.
(EXISTING) OFFICE SUPPLIES > I I 15,5 1/4 ,11 V. F 36 3 3l4' (EXISTING) 4. COORDINATE ALL WORK WITH APPROPRIATE _ _ CONTROLLER 5. COORDINATE ANY REQUIRED SHUTDOWN OF SERVICES V,I F I` s-'� ICES OR EQUIPMENT WITH
I' -= V I I F'
-- � OWNER'S REPRESENTATIVE I MINIMIZE INTERRUPTION OF EXISTING SERVICES.
(EXISTING) PLANT MANAGER ---- - I - � � J _ 7F ----- -- ----- -- -- rC6. COORDINATE FLOOR, WALL, AND ROOF PENETRATIONS ETC. WITH
9-5 1/4 JI -I V I F 34 10 3/4 j (EXISTING) ARCHITECTURAL TRADES. PROVIDE TEMPORARY WATER TIGHT SEAL FOR ALL
Uj
( II ' II HUMAN RESOURCES EXTERIOR WALL AND ROOF PENETRATION AS NECESSARY. z J
� 7. HOLES AND PENETRATIONS IN RATED WALLS SHALL BE PATCHED WITH
(EXISTING) TRAINING CONFERENCE V LL II bl I' V.I.F II > (EXISTING) APPROPRIATE FIRESTOP MATERIALS FOR RATING REQUIRED. O rn
112 0 314 k A �° = FOYER � � cei
NOTE:
RELOCATE AL EXISTING FIRE EXTIN UISHERS AND FIRE EXTINGUISHER CABINETS
FROM WALLS BEI G DEMOLISHED.
114 V.I.F EXISTING MAIN
im_ = 7� ENTRY STOREFRONT
�wIF TO REMAIN. PROVIDE PLUMBING DEMOLITION NOTES fill
Lu
LL:==w�l�� U > ��, RESTORATION 0 �LUU
TREATMENT AS 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND/oR 2 LU
PANELS NECESSARY FORRELOCATE ALL
L� - �I APPEAR ASREQUIRED T NEW.
REGULATORY AGENCIES, CODES AND REGULATIONS FOR NEW WORK. '^ O a
2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THEIR WORK
OPERATIONS. GC TO COORDINATE _-10 1 114' 7 1 A �� WITH OTHER TRADES AND WITH THE CONSTRUCTION MANAGER. U it
D01 RELOCATION. I VLF VI F d - (EXISTING) 3. VERIFY ALL CONDITIONS IN FIELD BEFORE START of CONSTRUCTION. NOTIFY 0 O
u L RECORDS STORAGE ARCHITECT/ENGINEER OF DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL L
II 26' 9 �:
D05 (EXISTING) DESIGN DEPT ( - n (EXISTING) FIELD CONDITIONS.UM
CI 4'-11"I 1 SALES MANAGER 4, COORDINATE ALL WORK WITH APPROPRIATE TRADES.
5. COORDINATE ANY REQUIRED SHUTDOWN OF SERVICES OR EQUIPMENT WITH W
- - u - - - - - - OWNER'S REPRESENTATIVE, MINIMIZE INTERRUPTION OF EXISTING SERVICES.
II N
- II f . ' (EXISTING) VERIFY ALL SYSTEMS BEFORE STARTING DEMOLITION TO ASSURE OTHER AREAS
CENTRAL OFFICE AREA
i (EXISTING) I II I! WILL NOT LOOSE SERVICE. AREAS SUCH AS THE SECOND FLOOR KITCHEN ARE �
WORKSHOP y}� p (EXISTING) CRITICAL TO THE FACILITIES OPERATION.
_ SALES DIRECTOR 6. COORDINATE FLOOR, WALL, AND ROOF PENETRATIONS ETC. WITH
ARCHITECTURAL TRADES. PROVIDE TEMPORARY WATER TIGHT SEAL FOR ALLUj
D03I EXTERIOR WALL AND ROOF PENETRATION AS NECESSARY.
II _ III (EXISTING) CEO 7, COORDINATE ALL FLOOR CUTTING WITH STRUCTURAL TRADES BEFORE CUTTING. Q
8. HOLES AND PENETRATIONS IN RATED WALLS SHALL BE PATCHED WITH
APPROPRIATE FIRESTOP MATERIALS FOR RATING REQUIRED.
h > .
9. NO ITEMS TO BE ABANDONED IN PLACE,
REMOVE PORTION OF PLANTER
10. ALL ITEMS TO BE DEMOLISHED TO BE REMOVED AND REMAINING OPEN SYSTEMS
JI
WALL. PATCH AND REPAIR AFFECTED II TO BE PATCHED, CAPPED AND SEALED TO PROVIDE A FINISHED SYSTEM.
_ V WALL EDGES AS REQUIRED TO 11. DEMOLISHED PLUMBING LINE SHALL NOT BE ALLOWED TO REMAIN OPEN, CAP AND
MATCH EXISTING. CLEAN AND PREP PROTECT TO AVOID CONTAMINATION TO AND FROM THE SURROUNDING AREAS.
r= AREA FOR EXTENSION OF SIDEWALK 12. ALL SYSTEMS OPENED DURING DEMOLITION SHALL BE CLOSED AND RETURNED To
JL / TO PICK-UP ENTRY. MATCH EXISTING OPERATION BY END OF SHIFT, NO SYSTEMS ALLOWED TO BE LEFT OPEN WHEN
SIDEWALK PAVERS. NOT BEING SUPERVISED BY CONTRACTOR RESPONSIBLE FOR THAT WORK TRADE. Seal
IF
LC' - --
-�=� DEMOLITION LEGEND ��P� oouci�,q°s
I
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20'-4 3/4" kl 1. COORDINATE CONSTRUCTION BARRIER LOCATIONS, NOISY DEMOLITION I G
W.F.CONSTRUCTION, AND WORK NOTED "INTERMITTENT" WITH OWNER. • • vUi * •
1 2. HATCHED AREA(S) OF FULL NON-STRUCTURAL DEMOLITION (AS INDICATED BELOW) 9: AR98585
REMOVE ALL WALLS, DOORS, FLOORING, CEILINGS, FIXTURES, MILLWORK, !�'•, U
EQUIPMENT, ETC. UNLESS NOTED OTHERWISE. OWNER TO REVIEW SALVAGEABLE
ITEMS FOR POTENTIAL RE -USE. S .. Goo
EXISTING CONSTRUCTION TO REMAIN
13
O O - - - - - - EXISTING CONSTRUCTION TO BE REMOVED
1/16" = V-0" r ` FULL INTERIOR, NON-STRUCTURAL DEMOLITION
L _ J CAP AND SEAL OR REDIRECT PLUMBING AS REQUIRED,
-- - -- RELOCATE ANY RE -USED MECHANICAL AND ELECTRICAL
UNITS AS REQUIRED.
PATCH AND REPAIR CONCRETE FLOORING AS REQUIRED AT
CMU DEMO WALLS, MATCH EXISTING CONSTRUCTION.
r , SAW -CUT FLOOR AS REQUIRED, REPAIR & FINISH TO MATCH
L _ J EXISTING If this document is sealed and signed in a digital
or electronic format and is received from some)
-- --- ------ -_ - - - - other than the sealing professional identified in
DEMOLITION PLAN KEYNOTES the document, youcontact the sealing
professional inn writingng to to validate authenticity of
the document. The sealing professional disclaims
NUMBER NOTE the seal and signature and shall not be liable for
D01 REMOVE WALL OR PORTION OF WALL AS SHOWN any liability associated with it where the
D02 REMOVE DOCK LEVELER PLATFORM IN ITENTIRETY, PATCH AND REPAIR TO MATCH authenticity any digital electronic seal or
signature hass not been vallidated in this manner.
EXISTING FLOOR CONSTRUCTION
D03 REMOVE INTERIOR ENCLOSURE IN ITS ENTIRETY WITHIN THE CONFINES OF THE HATCHED
AREA. REFER TO LEGEND. RELOCATE OPERATIONAL MECHANICAL AND ELECTRICAL UNITS Job Number 83460006
REQUIRED FOR OPERATION. RE-ROUTE DUCT WORK, SEAL AND CAP ABANDONED PIPING, Drawn By NDE
RE-ROUTE PLUMBING WHERE POSSIBLE.
605 REMOVE EXISTING PLUMBING FIXTURES AND FINISHES - PREP FOR NEW Al By SDW
D06 REMOVE DOOR PANEL AND HARDWARE. REPLACE WITH NEW . Sheet Title
609 REMOVE EXISTING RAMP IN ITS ENTIRETY, PATCH AND REPAIR EX WALLS 1,
AFFECTED TO MATCH EXISTINGir
D18 GRIND DOWN ANY STRIPING, CONCRETE, OR UNLEVEL FLOOR ANDIIIRERFOR NEW FINJSH
- RE: FINISH PLAN OPY
D22 REMOVE EXISTING CABINETRY AND SHELVING - REPAIR WALLS AS REQUIRED AND PREP
FOR NEW
D23 REMOVE EXISTING LOCKERS AND REPAIR WALL AS NECESSARY DEMOLITION
FLOOR PLAN
Sheet Number
D1.0
J
O O O O O
I
EllJANI OR CLOSET o ELE TRIC
1171 116
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GC 0 VERIFY AND PERFORM
MAINTENANCE ITEMS REQUIRED.
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WAREHOUSE
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GENERAL ARCHITECTURAL NOTES T
O 10 �11 12 13 14 15 - " V
Z
1. DO NOT SCALE DRAWINGS. 2. FINISH FLOOR ELEVATION =100' - 0". w N LO
3. EXISTING BUILDING CONDITIONS BASED ON OWNER PROVIDED DRAWINGS AND ? rn LIMITED FIELD VERIFICATION. VERIFY EXACT CONDITIONS IN FIELD. SHOULD v E
DISCREPANCIES OCCUR, NOTIFY ARCHITECT FOR CLARIFICATIONS. �� w
4. BEGINNING WORK INDICATES THAT THE CONTRACTOR HAS ACCEPTED AND
VERIFIED EXISTING CONDITIONS. co >
co .-
- - -` - - -- ODE 5. REFER TO C S FOR LOCATIONS OF RATED
l COMPLIANCE DRAWING(S)
ASSEMBLIES AND CODE SUMMARY. ^ _ o
6. ABBREVIATIONS, TYPICAL MOUNTING DIMENSIONS, AND ANNOTATION �/ V 2 2
� SYMBOLOGY ARE SHOWN ON THE GENERAL INFORMATION AND TITLE DRAWING.
-.,_ ----
- - - -- ----- - - n 7. WALL DIMENSIONS ARE TO FACE OF MASONRY, FACE OF CONCRETE, FACE OF C w z
STUDS, COLUMN CENTERLINE AS SHOWN OR EXISTING CONSTRUCTION UNLESS � > �
- - " OTHERWISE NOTED n of
250Z5�0250� CD
1697 A41 100 8. ALL DIMENSIONS ARE PERPENDICULAR AND PARALLEL, UNLESS NOTED w
W - OTHERWISE. co--
13
M �L 9. PATCH ALL DISTURBED SURFACES WITH MATERIALS TO MATCH ADJACENT 0
d SURFACE CONSTRUCTION. a00
f
- - - - 10. PROVIDE APPROVED SMOKE/FIRESTOPPING ASSEMBLIES AT ALL MECHANICAL a
1697 °'" A49 " a A41 a'9
101 AND ELECTRICAL PENETRATIONS THROUGH FIRE RATED AND SMOKE RESISTANT
PARTITIONS IDENTIFIED ON CODE COMPLIANCE DRAWINGS. Issuances
" - c 11. OWNER FURNISHED EQUIPMENT IS SHOWN FADED FOR REFERENCE ONLY. PERMITS: 02f27/2019
I; -- REFER TO EQUIPMENT DRAWINGS IF PROVIDED, FOR ADDITIONAL INFORMATION.
12. REFER TO INTERIOR PLANS FOR FINISHES INCLUDING WALL PROTECTION ITEMS.
-� a- 102 13. REMOVE ALL EXISTING BUILDING SIGNAGE FROM THE INTERIOR AND EXTERIOR
A41 r Revisions
411 No, Date Description
r -7
A4I 103 INTERIOR WALL GENERAL NOTES
EXISTING WALL CONSTRUCTION - NEW WALL CONSTRUCTION
C_1--; -s
NEW MASONRY CONSTRUCTION
M -
i
i
N t -_. _- __ _-- -_ I 104
H T T
1. CONSTRUCT ALL WALLS 6" MIN ABOVE CEILING UNLESS OTHERWISE NOTED. IF NOTED
1
5 TDR OTHERWISE, CARRY WALLS TIGHT TO DECK ABOVE AND EXTEND INTO DECK FLUTES T0 9 I11�r J AND WEBS OF STEEL MEMBERS.
2. PROVIDE DEFLECTION TRACK AT THE TOP OF ALL INTERIOR NON -BEARING METAL
0 STUD WALLS CAPABLE OF ACCOMMODATING 314 ROOF/FLOOR DEFLECTION.
106B A2.0 3. REFER TO CODE COMPLIANCE PLAN FOR RATED WALL LOCATIONS. FIRE RATED AND
SMOKE RESISTANT ASSEMBLIES SHALL BE CONTINUOUS, WITH OTHER PARTITIONS
MRRS F ABUTTING THEM.
4. PROVIDE FIRESTOPPING/ SMOKE SEALANT AT ALL PENETRATIONS THROUGH FIRE M
RATED AND SMOKE RESISTANT ASSEMBLIES, CORRIDORS, AND FLOORS WITH
OCCUPIABLE SPACES ABOVE AND BELOW.
5. PROVIDE ACOUSTICAL SEALANT AT ALL WALLS WITH ACOUSTICAL INSULATION.
- 1 ING 6. PROVIDE 5/8" MOISTURE RESISTANT GYPSUM WALLBOARD AT ALL WALLS OF TOILET
'ME 'S SINKS.
I M ROOMS W L BEHIND AND ADJACENT TO SI S WALLS RECEIVING TILE, AND WALLS
I 107 - I 7. REFER TO STRUCTURAL DRAWINGS FOR MASONRY REINFORCING AND GROUTING.
1
�/
106A-,___.._a _... ___ _. -___ C 8. ALL WALLS ARE TYPICALLY S2A UNLESS NOTED OTHERWISE. ,
C) N S o o I 9. PROVIDE R STEEL CORNER GUARD L 4" A.F.F. (TYP. AT ALL OUTSIDE CORNERS) Uj
o 1 10. PROVIDE REQUIRED BLOCKING AT ALL WALL MOUNTED COMPONENTS. J
NT
® co
° ° I INTERIOR WALL LEGEND ~ V wW
- WOMEN' W RR 0
INA o o .. �J o METAL STUD FRAMING @ 16 O.C. W/ 5/8" GYPSUM BOARD EACH SIDE WITH �� W
\ \ MOT V
° S1 ACOUSTICAL BATT INSULATION. EXTEND ALL WALL COMPONENTS 6" ABOVE CEILING tL
- 0 UNLESS NOTED OTHERWISE (VERIFY GUAGE W/ STRUCTURAL DRAWINGS). C)
p 104 _ • S1A 3 5/8' METAL STUDS
�' ) S18 6 METAL STUDS LL
CONTEMP ION ❑ EMPLOYEE SIC 4" METAL STUDS
103 STORAGE SID 8" METAL STUDS
- -
U - - 101 S2 METAL STUD FRAMING @ 16" O.C. WI 5/8" GYPSUM BOARD EACH SIDE. EXTEND ALL W
WALL COMPONENTS 6" ABOVE CEILING UNLESS NOTED OTHERWISE (VERIFY GUAGE
WI STRUCTURAL DRAWINGS). >
A5.0 9 • S2A 3 5/8" METAL STUDS
, - , • S2B 6" METAL STUDS
A10 8 I • S2C 4" METAL STUDS
of I METAL STUD FRAMING @ 16" O.C. WI 5/8" GYPSUM BOARD EACH SIDE WITH Uj
S3. ACOUSTICAL BATT INSULATION. EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF
a�FIT DECK UNLESS NOTED OTHERWISE (VERIFY GUAGE W/STRUCTURAL DRAWINGS).
- w S3A 3 5/8" METAL STUDS
-:'
- - J BREAKR00 �Tj I S313 6" METAL STUDS
S OFFICE
M ATION 109 S3C 8" METAL STUDS
JANITOR �C
N14 ER 113 __ O0 __ I METAL STUD FURRING I FRAMING @ 16" O.C. W/ 5/8" GYPSUM BOARD ONE
111 SIDE. EXTEND ALL WALL COMPONENTS 6" ABOVE CEILING UNLESS NOTED
I OTHERWISE (VERIFY GUAGE W/ STRUCTURAL DRAWINGS).
S4A 7/8" METAL HAT CHANNEL
OPEN _ _ _ S4B 1 1/2" METAL HAT CHANNEL
f�R OFFICE ECTRI STORAGE I S4C 21/2" METAL STUDS
OFFICE 112 110 S4D 3 5/8" METAL STUDS Seal Qj F�Qf
115Fum- - S4E 6"METAL STUDS �Q • 0Uct •••. 9 -
- METAL STUD FURRING /FRAMING @ 16" O.C. WI 518" GYPSUM BOARD ONE
SS SIDE WITH ACOUSTICAL BATT INSULATION. EXTEND ALL WALL O G
COMPONENTS 6" ABOVE CEILING UNLESS NOTED OTHERWISE VERIFY ° = o c = •
` d GUAGE WI STRUCTURAL DRAWINGS),
• S5A 7/8" METAL HAT CHANNEL C C)
- --
3 S5B 1 112" METAL HAT CHANNEL
--� S5C 21/2" METAL STUDSifi
A29 • S5D 3 5/8' METAL STUDS C
J • S5E 6" METAL STUDS
Cl ❑
�\ S6 3 5/8" METAL STUD FRAMING @ 16" O.C. W/ 5/8" GYPSUM BOARD ON WAREHOUSE SIDE
O 1 12 13 14 15 ONLY. EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF DECK UNLESS NOTED D r
OTHERWISE (VERIFY GUAGE W/ STRUCTURAL DRAWINGS).
FLOOR PLAN S7 3 5/8" METAL STUD FRAMING @ 16" O.C. W/ 5/8" FIRE RETARDENT PLYWOOD ON
1116" = 1'-0" VESTIBULE SIDE ONLY. EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF DECK
UNLESS NOTED OTHERWISE (VERIFY GUAGE W/ STRUCTURAL DRAWINGS).
M1 CONCRETE MASONRY UNITS. FOLLOW TOP OF MASONRY HEIGHTS NOTED ON
DRAWINGS.
• MIA 4" CMU
• M1B 6" CMU
• M1C 8" CMU (T/CMU AT 4'-0" AFF) W/ 2" TAPERED CAP
• MID 12"CMU
If this document is sealed and signed in a digital
or electronic format and is received from someone
KEYNOTES other than the sealing professional identified in
the document, you must contact the sealing
NUMBER NOTE professional in writing to validate authenticity of
the document. The sealing professional disclaims
A10 WATER COOLER BY LAUNCH TEAM - G.C. TO INSTALL IN LOCATION SPECIFIED BY 631 TAG the seal and signature and shall not be liable for
(TYP,) any liability associated with it where the
A19 CONVEYER SYSTEM BY OTHERS (TYP.) authenticity of any digital or electronic seal or
A20 PRE -FABRICATED BOLT -DOWN GUARD RAIL EQUAL TO HEARTLAND ENGINEERED signature has not been validated in this manner.
PRODUCTS "SAF-T-RAIL" 42" HIGH - 2 RAIL SYSTEM (TYP.) - PROVIDED AND INSTALLED BY
LAUNCH TEAM. Job Number 83460006
A23 NEW CONCRETE SIDEWALK PAVERS TO MATCH EXISTING PAVERS. UNDER SEPARATE Drawn By NDE
PERMIT
A24 STORAGE BINS AND STAGING BY START-UP TEAM App/d By SDW
A29 PROVIDE NEW 4" CONCRETE PAD FOR MECHANICAL UNITS, COORDINATE WITH Sheet Title
MECHANICAL CONTRACTOR
A36 NEW HVLS FANS, RE: MECHANICAL DRAWINGS. CONTRACTOR'S OPTIO . T
TENANT CONSTRUCTION MANAGER FOR INSTALLATION APPROVAL.
A41 LOADING DOCK EQUIPMENT TO FIT IN EXISTING CUT OUT AND INCLUD HYD IC
DOCKLEVELER, TRUCK RESTRAINT DEVICE AND COMMUNICATION SY EM, C 0 Pf
DOCKDUMPER, COMBINATION DOCK LIGHT AND FAN/TRACK GUARD. VERIFY OPENING IN
FIELD AND SEND ARCHITECT SHOP DRAWINGS FOR REVIEW.ACCEPTABLE
MANUFACTURERS:KELLY COMPANY (ENTREMATIC SERIES): HK SERIES W/ VEHICLE
ERESTRAINT APS-2000 XISTING (VOLTAGE) NEW EQUIPMENT TO MATCH POWER CHARACTERISTICS OF FLOOR PLAN
A49 NEW SLAB INFILL AS REQUIRED. MATCH EXISTING FLOOR CONSTRUCTION.
Sheet Number
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2. CEILING HEIGHTS INDICATED ARE DIMENSIONED FROM THE FINISHED FLOOR
BELOW.
3. ALL LIGHT FIXTURES, SPRINKLER HEADS, RETURN AIR GRILLES AND SUPPLY AIR
GRILLES ARE TO BE LOCATED IN THE CENTER OF THE CEILING PAD, UNLESS
NOTED OTHERWISE,
4. FIRE PROTECTION CONTRACTOR TO COORDINATE LOCATIONS OF SPRINKLER
HEADS WITH MECHANICAL AND ELECTRICAL CONTRACTOR. SEE NOTE ABOVE.
5. COORDINATE MECHANICAL, ELECTRICAL AND FIRE PROTECTION TO ASSURE
PROPER CLEARANCES AND LAYOUT.
6. MECHANICAL, ELECTRICAL AND FIRE PROTECTION CONTRACTORS TO PROVIDE
ACCESS PANELS IN CEILINGS AS REQUIRED FOR MAINTENANCE OF EQUIPMENT.
COORDINATE SIZE AND LOCATIONS OF ACCESS PANELS TO MINIMIZE
QUANTITIES. CONTRACTOR IS REQUIRED TO PROVIDE LAYOUT TO ARCHITECT
FOR REVIEW PRIOR TO INSTALLATION, UNLESS NOTED OTHERWISE.
REFLECTED CEILING PLAN LEGEND
6
Effl
BULKHEAD
EXPOSED
GYPSUM BOARD
2X2 ACOUSTIC CEILING PANEL
2X4 ACOUSTIC CEILING PANEL
CEILING HEIGHT INDICATOR
2X2 LIGHT FIXTURE
2X4 LIGHT FIXTURE
LINEAR LIGHT FIXTURE
PENDANT LIGHT FIXTURE
WALL MOUNTED AREA FIXTURE
HVAC SUPPLY GRILLE
HVAC RETURN GRILLE
FIRE EXIT SIGN LOCATION
CEILING MOUNTED EXHAUST FAN
CEILING MOUNTED INDUSTRIAL FAN
KEYNOTES
NUMBER
NOTE
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NEW HVLS FANS, RE: MECHANICAL DRAWINGS
C5
PATCH AND FILL ABANDONED VENT OPENINGS IN DECK TO MATCH EXISTING
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Issuances
PERMITS: 02/27/2019
Revisions
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Description
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EXISTING WALL CONSTRUCTION NEW WALL CONSTRUCTION z _
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1. CONSTRUCT ALL WALLS 6" MIN ABOVE CEILING UNLESS OTHERWISE NOTED, IF NOTED O v E
OTHERWISE, CARRY WALLS TIGHT TO DECK ABOVE AND EXTEND INTO DECK FLUTES > w g 0
AND WEBS OF STEEL MEMBERS. � w W y
2, PROVIDE DEFLECTION TRACK AT THE TOP OF ALL INTERIOR NON -BEARING METAL LP O
STUD WALLS CAPABLE OF ACCOMMODATING 3/4 ROOF/FLOOR DEFLECTION. n U X 0 'N
3. REFER TO CODE COMPLIANCE PLAN FOR RATED WALL LOCATIONS. FIRE RATED AND V W
SMOKE RESISTANT ASSEMBLIES SHALL BE CONTINUOUS, WITH OTHER PARTITIONS _ $'
ABUTTING THEM.
4. PROVIDE FIRESTOPPING/ SMOKE SEALANT AT ALL PENETRATIONS THROUGH FIRE LU
RATED AND SMOKE RESISTANT ASSEMBLIES, CORRIDORS, AND FLOORS WITH w z
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5. PROVIDE ACOUSTICAL SEALANT AT ALL WALLS WITH ACOUSTICAL INSULATION. O m CO6. PROVIDE 5/8" MOISTURE RESISTANT GYPSUM WALLBOARD AT ALL WALLS OF TOILET �
ROOMS, WALLS RECEIVING TILE, AND WALLS BEHIND AND ADJACENT TO SINKS. �� r,
7. REFER TO STRUCTURAL DRAWINGS FOR MASONRY REINFORCING AND GROUTING. , CO8. ALL WALLS ARE TYPICALLY S2A UNLESS NOTED OTHERWISE. a m
9. PROVIDE 4' STEEL CORNER GUARD AT 4' A.F.F. (TYP. AT ALL OUTSIDE CORNERS) lass
10. PROVIDE REQUIRED BLOCKING AT ALL WALL MOUNTED COMPONENTS. Issuances
PERMITS: 02/27/2019
INTERIOR WALL LEGEND
Revisions
S1 METAL STUD FRAMING @ 16" O.C. WI 5l8" GYPSUM BOARD EACH SIDE WITH No. Date Description
ACOUSTICAL BATT INSULATION. EXTEND ALL WALL COMPONENTS 6" ABOVE CEILING
UNLESS NOTED OTHERWISE (VERIFY GUAGE W/ STRUCTURAL DRAWINGS).
• S1A 3 5/8" METAL STUDS
• SIB 6" METAL STUDS
SIC 4' METAL STUDS
SID 8" METAL STUDS
S2 METAL STUD FRAMING @ 16' O.C. W/ 518" GYPSUM BOARD EACH SIDE. EXTEND ALL
WALL COMPONENTS 6" ABOVE CEILING UNLESS NOTED OTHERWISE (VERIFY GUAGE
W/ STRUCTURAL DRAWINGS).
• S2A 3 5/8" METAL STUDS
• S2B 6" METAL STUDS
• S2C 4" METAL STUDS
METAL STUD FRAMING @ 16" O.C. WI 5/8" GYPSUM BOARD EACH SIDE WITH
S3 ACOUSTICAL BATT INSULATION. EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF
DECK UNLESS NOTED OTHERWISE (VERIFY GUAGE W/ STRUCTURAL DRAWINGS).
• 83A 3 5/8" METAL STUDS
• S3B 6" METAL STUDS
• S3C 8" METAL STUDS
METAL STUD FURRING / FRAMING @ 16" O.C. W/ 518" GYPSUM BOARD ONE Q
\ / SIDE. EXTEND ALL WALL COMPONENTS 6" ABOVE CEILING UNLESS NOTED
OTHERWISE (VERIFY GUAGE WI STRUCTURAL DRAWINGS).
• S4A 7/8" METAL HAT CHANNEL
• S4B 1 1/2"METAL HAT CHANNEL
• 84C 21/2" METAL STUDS Uj W
• S4D 3 5/8" METAL STUDS J r
• S4E 6" METAL STUDS O
METAL STUD FURRING I FRAMING @ 16" O.C. W/ 5/8" GYPSUM BOARD ONE O (3M
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COMPONENTS 6" ABOVE CEILING UNLESS NOTED OTHERWISE (VERIFY vLL
GUAGE W/ STRUCTURAL DRAWINGS). Q U LLj
S5A 7i8" METAL HAT CHANNEL W ry
• S5B 1 1/2" METAL HAT CHANNEL W
• S5C 21/2" METAL STUDS
• S50 3 5/8" METAL STUDS V ♦ p a
• S5E 6" METAL STUDS J U
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S7 3 518" METAL STUD FRAMING @ 16" O.C. W/ 5/8' FIRE RETARDENT PLYWOOD ON W
VESTIBULE SIDE ONLY. EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF DECK
UNLESS NOTED OTHERWISE (VERIFY GUAGE W/ STRUCTURAL DRAWINGS).
M1 CONCRETE MASONRY UNITS. FOLLOW TOP OF MASONRY HEIGHTS NOTED ON
DRAWINGS.
• MIA 4" CMU Uj
• M1B 6" CMU Q
• M1C 8" CMU (T/CMU AT 4'-0' AFF) W/ 2" TAPERED CAP
• MID 12"CMU
ACCESSORIES
Q MODEL MANUFACTURER DESCRIPTION
A-1 B-6806X36 BOBRICK 36" GRAB BAR
A-2 B-6806X42 BOBRICK 42' GRAB BAR
A-3 B-Ii5 8836 BOBRICK 24"x36" MIRROR, FRAMED Seal�� O..........
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A-4 56744 GEORGIA PACIFIC TOILET TISSUE DISPENSER �p
A-5 59466A GEORGIA PACIFIC GP ENMOTION STAINLESS 8 RECESSED
AUTOMATED ROLL PAPER TOWEL ; O G
DISPENSER • ; 93
— * — •
A-6 52060 GP ENMOTION SOAP DISPENSER - SURFACE MOUNTED 13:, AR98585
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A-7 0852 AMERICAN SPECIALTIES, SANITARY NAPKIN DISPOSAL - SURFACE T..
INC. MOUNTED D qq
A-8 B-223X36 BOBRICK MOP/BROOM HOLDER ^ �4
A-9 B-6806X18 BOBRICK 18" GRAB BAR VERTICAL 6'
A-10 400 SERIES METPAR RESTROOM PARTITION SYSTEM OR
COLOR: EARTH SIMILAR - PARTITIONS TO HAVE NO LEAD
WASH (061F) TIME, O.H BRACING, POWDER COAT
COLOR: GREY DAWN
A-12 53258A GPACTIVAIRE ROOM FRESHENER -WALL MOUNTED
DISPENSER - HOLD T-0' DOWN FROM
R.C.H.
A-14 IECK2 TOUGH GUY TOILET SEAT COVER DISPENSER
A-16 B-212 BOBRICK COAT HOOK @ ,W MAX. AFF
KEYNOTES
NUMBER NOTE If this document is sealed and signed in a digital
relectro ' formatad'srecerved f
A01
BOLLARDS, TYP. (G.C. TO PAINT P-9)
rommeonrome n so
other than the sealing professional identified in
the document, you must contact the sealing
professional in writing to validate authenticity of
the document. The sealing professional disclaims
the seal and signature and shall not be liable for
any liability associated with it where the
authenticity of any digital or electronic seal or
signature has not been validated in this manner.
A02
PLANS HOLDER - G.C. RESPONSIBLE FOR INSTALLATION. REF: INTERIOR DETAIL
SHEET
A04
DOUBLE DOOR REACH -IN COOLER. IMBERA VRD43 MODEL
A05
FLOOR MOUNTED ICE MACHINE. MODEL ICE-O-MATIC ICE0500FA-1340PS 600 LB
AIR-COOLED FULL CUBE W/ STORAGE BIN
A06
COFFEE VENDING MACHINE W/ WATER LINE
A10
WATER COOLER BY LAUNCH TEAM - G.C. TO INSTALL IN LOCATION SPECIFIED
BY 631 TAG (TYP.)
Job Number 83460006
All
HI/LO DRINKING FOUNTAIN - REF. TO GENERAL SHEET FOR ELEVATION. REF:
PLUMBING DRAWINGS FOR MORE INFORMATION
Drawn By NDE
App/d By SDW
Al2
TRASH CAN PROVIDED AND INSTALLED BY G.C.
A13
TABLES AND CHAIRS BY LAUNCH TEAM
Sheet Title
LARGED
?FFICE BLOCK
AND RESTROOM
PLAN
A20
PRE -FABRICATED BOLT -DOWN GUARD RAIL EQUAL TO HEARTLAND
ENGINEERED PRODUCTS "SAF-T-RAIL" 42" HIGH - 2 RAIL EWE( P.) rw
PROVIDED AND INSTALLED BY LAUNCH TEAM.
A32
3 TIER LOCKERS WITH ADA ACCESSIBILITY, PROVIDED B LAU
A34
EQUIPMENT PROVIDED BY LAUNCH TEAM
A35
REPLACE EXISTING SILL WITH NEW SOLID SURFACE SILL
A39
A45
PROVIDE WALL MOUNTED MOP AND BROOM HOLDER
RACK SHELVING PROVIDED BY G.C.
A46
COUNTERTOP WITH RECESSED TRASH BIN
,( ENLARGED OFFICE BLOCK
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1/8" = T-0"
Sheet Number
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A/C UNIT
REFLECTED CEILING PLAN GENERAL NOTES
1. ALL CEILING GRIDS ARE TO BE CENTERED IN ROOM I AREA OR ALIGNED WITH
ADJACENT ROOM / AREA AS INDICATED, UNLESS NOTED OTHERWISE.
2. CEILING HEIGHTS INDICATED ARE DIMENSIONED FROM THE FINISHED FLOOR
BELOW.
3. ALL LIGHT FIXTURES, SPRINKLER HEADS, RETURN AIR GRILLES AND SUPPLY AIR
GRILLES ARE TO BE LOCATED IN THE CENTER OF THE CEILING PAD, UNLESS
NOTED OTHERWISE.
4. FIRE PROTECTION CONTRACTOR TO COORDINATE LOCATIONS OF SPRINKLER
HEADS WITH MECHANICAL AND ELECTRICAL CONTRACTOR. SEE NOTE ABOVE.
5. COORDINATE MECHANICAL, ELECTRICAL AND FIRE PROTECTION TO ASSURE
PROPER CLEARANCES AND LAYOUT.
6. MECHANICAL, ELECTRICAL AND FIRE PROTECTION CONTRACTORS TO PROVIDE
ACCESS PANELS IN CEILINGS AS REQUIRED FOR MAINTENANCE OF EQUIPMENT.
COORDINATE SIZE AND LOCATIONS OF ACCESS PANELS TO MINIMIZE
QUANTITIES. CONTRACTOR IS REQUIRED TO PROVIDE LAYOUT TO ARCHITECT
FOR REVIEW PRIOR TO INSTALLATION, UNLESS NOTED OTHERWISE.
7. PROVIDE 6" UNFAED FIBERGLASS INSULATION ABOVE ALL ACOUSTICAL CEILING
PANELS.
REFLECTED CEILING PLAN LEGEND
EXPOSED
GYPSUM BOARD (GYP-1)
EXISTING GYPSUM BOARD
2X4 ACOUSTIC CEILING PANEL (ACP-1)
EXISTING 2X4 ACOUSTIC CEILING PANEL
�BULKHEAD
8'-01, CEILING HEIGHT INDICATOR
2X2 LIGHT FIXTURE
2X4 LIGHT FIXTURE
LINEAR LIGHT FIXTURE
HVAC SUPPLY GRILLE
HVAC RETURN GRILLE
FIRE EXIT SIGN LOCATION
CEILING MOUNTED
EXHAUST FAN
CEILING MOUNTED
INDUSTRIAL FAN
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professional in writing to validate authenticity
the document. The sealing professional disch
the seal and signature and shall not be liable
any liability associated with it where the
authenticity of any digital or electronic seal of
signature has not been validated in this manr
Job Number 8346000E
Drawn By NDE
App/d By SDV1
Sheet Title
ENLARGED
REFLECTED
CEILING PLAN
ENLARGED REFLECTED CEILING PLAN
A1.1
1/8" = V-0"
Sheet Number
A2.1
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MARK I ITEM
10 FLOORING
CPT-1
CARPET
GPT-2
WALK OFF CARPS'
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1PORCELAIN TILE
EXP-1
EPDXY FLOOR CO
EXP.2
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SEALED CONCREI
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11 CERAMIC TILE
CT-1 CERAMIC WALL TILE
20 BASE
CT-3
TILE BASE
VB-1
VINYL BASE
30 CEILING
ACP-1
ACOUSTICAL CEILING PANEL
GYP-1
GYP. BD. CEILING
_
40 PAINT
P-1
PAINT
P-2
PAINT
P-3
PAINT
P-4
PAINT
P•8
PAINT
P-9
PAINT
P-10
PAINT
P-11
PAINT
45 STAIN
ST-1 WOOD DOOR
46 TOILET PARTITIONS
TPA POWDER COATED STEEL
50 FRP
FRP-1
FIBERGLASS REINFORCED
PLASTIC
60 SOLID SURFACEIPLASTIC LAMINATE
PI
PLASTIC LAMINATE
SS-2
SOLID SURFACE
70 HORIZONTAL BLINDS
HB•1
WINDOW BLINDS
80 CORNER GUARDS
85 CHAIR RAIL
CR.1 I WALL BUMPER
90 WINDOW FILM
WF-1 WINDOW SECURITY FILM
REMARKS
SEMI -GLOSS FOR
DRYWALLIMASONRY
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FINISH MATERIAL LIST FINISH MATERIAL GENERAL NOTES
__T__ - I Smoke 1. REFER TO ENLARGED FINISH PLAN AND FINISH SCHEDULE FOR MATERIAL
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MANUFACTURER DESCRIPTION LOCATION g Rating
2. REFER TO PLUMBING PLAN AND SCHEDULE FOR SELECTION INFORMATION
3. ALL WAREHOUSE WALLS ABOVE 12-0" AFF TO BE PAINTED P-1 U.N.O.
;HAW CONTRACT GROUP STYLE: AMA BL TILE COLOR: BLACK; INSTALL TILES ON 114 TURN, DIRECTLY GLUE DOWN OFFICES, CONFERENCE, TRAINING, MOTHER'S, AND CONTEMPLATION ROOM(S) - CLASS 11 A LESS THAN 450
AATWORKS STYLE: DIAMOND MAT II, #DM01 COLOR: CHARCOAL; DIRECTLY GLUE DOWN, SET IN SLAB RECESS WITH ENTRY VESTIBULE - SEE PLAN FOR EXTENTS CLASS If HAZARDS, AS WELL IN AN ACCEPTABLE CONDITION TO READILY RECEIVE "5S
/ A LESS THAN 450 4. WAREHOUSE FLOOR FINISH MUST CLEAN AND FREE OF TRIPPING
SCHLUTER SS SCHIENE TRIM TO PROTECT SLAB EDGE "
TAPE AND OTHER MARKINGS AS PLANNED BY THE OPERATIONAL STAFF.
)AL -TILE STYLE: 12'1 GLITTERATI GRANITE HM03, HAUTE MONDE PORCELAIN - GROUT ULTRAMASTIC ECO, MAPEI #19 TOILET ROOM FLOORS
PARTICULAR CARE TO BE MADE TO ENSURE THAT ALL CRACKS OR DEFECTS
PEARL GRAY' OVER 1/4" BE CLEANED AND FILLED WITH EPDXY FLUSH WITH THE ADJACENT
)AYTON SUPERIOR STYLE: DAY-CHEM FOXY PLUS J-36 W/ ANTI -SLIP COATING COLOR: DARK GRAY SCRUBBER DUMP CLASS 1/ A LESS THAN 450 SURFACE
5. ALL WAREHOUSE COLUMNS TO BE CLEANED AND PREPARED FOR NEW PAINT
)ENJAMIN MOORE STYLE: —SUPER SPEC HP 100% SOLIDS FLOOR EPDXY P40 WI ANTI -SLIP AGGREGATE (P67) COLOR: LIGHT GRAY JANITOR'S CLOSET
;ONSOLIDECK LSGUARD STYLE: LITHIUM SILICATE CONCREATE HARDENER DENSIFIER, SEALER. VERIFY WITH VENDOR REQUIREMENTS STORAGE, ELECTRICAL ROOM(S) NIA NIA COLOR: BENJAMIN MOORS SUBMIT
( ALL P
FOR EXISTING SLABS RESTR6. GENERAL CONTRACTOR TO SUBMIT ALL PAINT SAMPLES, SIGNAGE,
)AYTON SUPERIOR STYLE: HIGH GLOSS SEALER 033565 BREAK ROOM, ENTRY VESTIBULE, EMPLOYEE LOCKER AREA ARCHITECT
OM ACCESSORIES, AND BREAK ROOM ACCESSORIES FOR REVIEW BY
ARCHITECT
7. REMOVE ALL EXISTING BUILDING SIGNAGE FROM THE INTERIOR AND
EXTERIOR
DAL TILE STYLE SEMI -GLASS WALL TILE 4" x4" COLOR' WHITE 0100 - GROUT ULTRAMASTIC ECO MAPEI #00'WHITE' TOILET ROOM WALLS UP TO T-0" A.F.F N/A NIA
)AL -TILE STYLE: 6"X12", GLITTERATI GRANITE HM03, HAUTE MONDE PORCELAIN - GROUT ULTRAMASTIC ECO, MAPEI #19 TOILET ROOMS
'PEARL GRAY'
JOHNSONITE RESILIENT TOPSET RECESS 4" WALL BASE COLOR: BURNT UMBER RWDC-63 ALL ROOMSIAREAS, EXCEPT ROOM WITH EPDXY FLOORING CLASS 1, I A LESS THAN 450
CG-1 AG•FIG0.03
3ORTEGA CORTEGASQUARE LAY -IN 769 24"x48"x518" COLOR: WHITE OFFICES, BREAKROOM, MOTHER'S ROOM, CONFERENCE AND CONTEMPLATION ROOMS, HALL, ENTRY LESS THAN 25 LESS THAN 50
CLASS I/A - --
518" TYPE'X' GYP. BD. (MOLD AND MOISTURE RESISTANT) RESTROOMS AND JANITORS CLOSET LESS THAN 25 LESS THAN 50 - Of'.' O
CLASS 1 I A MEN'S NOTE: ALL WALLS TO BE:
a RR CT-1UPT0T-o"AFF CR1 NOTE: REFER TO SHEET G0.02, G0.03
106B CT-1 PT-2(PAIN1 BOVE AND G0.04 FOR SIGNAGE DIRECTORY.
BENJAMIN MOORE ECO SPEC INTERIOR LATEX SEMI -GLASS ENAMEL: CHANTILLY LACE 42121-70 ALL WALLS IN ROOMS UNLESS NOTE OTHERWISE (5) CLASS 1 / A 0 TP-1 T.
BENJAMIN MOORS ACCENT WALLS COLOR: TORONTO BLUE 2080 40 TOILET ROOMS, BREAKROOM, OFFIC CONFERENCE ROOMS - SEE PLANS FOR SPECIFIC ACCENT WALL (5) CLASS 1 I A 0 (NP) CEILING H
LOCATIONS CG-1 MEN'S
BREAKROOM, CONFERENCE ROOM, EN OFFICE -SEE PLANS FOR SPECIFIC ACCENT WALL LOCATIONS (5) CLASS 11 A 0 VESTIBULE \ 1 SILL
BENJAMIN MOORE ACCENT WALLS COLOR: CORN HUSK 307 (SILL)
BENJAMIN MOORE HOLLOW METAL DOORS & FRAMES COLOR; PEWTER 2121-30 METAL DOORS AND FRAMES (5) CLASS 11 A 0 106 )Ll ��
SS-1
SHERWIN WILLIAMS K46-150 SERIES PRO INDUSTRIAL EPDXY COLOR: MATCH P-1 JANITOR'S CLOSET, TOILET ROOM VE 33TIBUUE (5) CLASS 1 I A 0 21G0.03
BENJAMIN MOORS SUPER SPEC HP SAFETY &ZONE MARKING LATEX P58 COLOR: P58-10 YELLOW WAREHOUSE COLUMNS; BOLLARDS D GUARDS (5) CLASS 1 I AO I\ �U,j 0j TRAINING HB-1
A 0 10 5 CLASS 11 r 7
EXIT ONLY DOOR. 0 - N INTERIOR( )
BENJAMIN MOORS SUPER SPEC HP SAFETY &ZONE MARKING LATEX P58 COLOR. P58 20 RED WAREHOUSE COLUMNS,i
BENJAMIN MOORS SUPER SPEC HP SAFETY &ZONE MARKING LATEX P58 COLOR: P58-01 WHITE WAREHOUSE COLUMNS (5) CLASS 1 I A 0 CG-1 TP-1
NOTE:
BS-R TYP WALLS TO BE PAINTED PT-1 U.N.O.
( ) NOTE: ALL WALLS TO BE: ALL WALLS TO HAVE VB-1 U.N.O.
MOHAWK FLUSH DOORS ROTARY SELECTED WHITE MAPLE "CLEAR" WITH FACTORY APPLIED FINISH INTERIOR DOOR STAINS - LESS THAN 250 GIL VOC (5) CLASS 1 / A 0 MEWS • CT-1 (P IN )AB AFF
RR CT-1 PT-2 (PAINT) ABOVE CPT-1
106A TO CEILING HT.
CRA
METPAR FINISH POWDER COAT COLOR GREY DAWN RESTROOMS (0) CLASS 11 A 0 _ O � O
r.. _O ,. -O � e � (SILL)
WOMEN'S CT-1 NOTE. ALL WALLS TO BE: SS-1
CRANE COMPOSITES FIRE-X GLASBOARD EMBOSSED WALL PANELS FXE COLOR: WHITE 85; 4'x8' PANEL JANITORS CLOSET 4'-0" A.F.F. (PAINT ABOVE) CLASS ii I A LESS THAN 450 RR • CT-1 UP TO T-0" AFF HB-1
105B TP-1 • PI (PAINT) ABOVE CR-1
- A ,T , , TO CEILING HT. BS-5
FORMICA FINISH: MATTE COLOR: BLACKENED STEEL 8918-58 OFFICE MILLWORK
WILSONART 112" SOLID SURFACE COUNTERTOP COLOR TO BE'STEEL GREY TEMPEST' 9194 TM(2). PROVIDE 112" SOLID BREAKROOM MILLWORK, TOILET ROOM COUNTERTOPS
SURFACE APRON AND BACKSPLASH PER ELEVATIONS
LEVOLOR CORP. MONACO, CONTRACT 1" BLIND .008" MIN. COLOR: MATCH WINDOW FRAME OFFICE I BREAKROOM EXTERIOR WINDOWS, ALL DOOR
(INSTALL ON OFFICE SIDE)
PROVIDE 2" X 2" X 48" (1.2M) HIGH, STAINLESS STEEL CORNER GUARDS -ADHERE TO WALL WITH CONSTRUCTION I INSTALL AT ALL OUTSIDE CORNERS EXCLUDING OPEN I
(ADHESIVE (NO MECHANICAL FASTENERS)
MCCUE GREENGUARD 3 COLOR: 101 GREY. INSTALL CENTERLINE AT Z-6" A.F.F.
SOLYX OR LLUMAR SOLYX SXR 8785, SAFETY SANDBLAST OR LLUMAR SRM PS2 FROSTED
BENJAMIN MOORE 1ST COAT: PRISTINE ECO SPEC INTERIOR LATEX PRIMER SEALER #231 DIA. G/L.
2ND COAT: ECO SPEC INTERIOR LATEX SEMI -GLOSS ENAMEL #224 II GIL.
BREAKROOM, TRANING ROOM
INSTALL AT ALL STOREFRONT AND/ OR WINDOWS IN THE
CG-1 h fd HB-1
PT-2
NOTE: ALL WALLS TO
BE PAINTED PT-1 U.N.O.
ALL WALLS TO HAVE
VB-1 U.N.O.
9R_]
HR
OFFICE
115 HB-1 CPT-1
I CPT-1 H
CLASS 1 / A LESS THAN 450
CLASS 1 I A LESS THAN 35
AT WAREHOUSE (0) CLASS 11 A 0
(0) CLASS 1 I A 13
UP TO 10' A.F.F
PT-2
CONFERENCE
ROOM
Ill
NOTE: ALL WALLS TO BE
PAINTED PT-1 U.N.O.
ALL WALLS TO HAVE VB-1 U.N.O.
\ CPT-1
HJ Hum
EN
BS-R BS-R 0
FICE
12
HB-1
NOTE: ALL WALLS
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BS-R
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.
ALL WALLS TO HAI
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�
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NOTE: ALL WALLS TO
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FRP 4'-0 A.F.F
BS-R
I CG-1 I
BS-R _ TP 1' y NOTE: ALL WALLS TO BE. -
WOMEN'S (TYP) • CT-1 UP TO T-0" AFF
RR • PI (PAINT) ABOVE
105A CT-1 TO CEILING HT.
I �l
BS-R - -_
ER'S NOTE: ALL WALLS TO BE PAINTED PT.2
4 ALL WALLS TO HAVE VI
CPT-1
BS-R BS-5 HB-1CPT-1 I
—, ---o/
NOTE: ALL WALLS TO BE
PAINTED PT-1 U.N.O.
ALL WALLS TO HAVE VB-1 U.N.O.
CPT-1
BS-R
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o HB-1
PI
EMPLOYEE a (SILL)
STORAGE o SC-2 SS-1
101 II
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NOTE:
• ALL WALLS TO BE PAINTED PT-1 U.N.O.
CG-1 , ALL WALLS TO HAVE VB-1 U.N.O.
BREAKROOM
102
NOTE:
ALL WALLS TO BE PAINTED PTA U.N.O.
ALL WALLS TO HAVE VB-1 U.N.O.
SC-1
PI
ENLARGED FINISH
A1.2
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If this document Is sealed and signed in a digital
or electronic format and is received from someonE
other than the sealing professional identified in
the document, you must contact the sealing
professional in writing to validate authenticity of
the document. The sealing professional disclaims
the seal and signature and shall not be liable for
any liability associated with it where the
authenticity of any digital or electronic seal or
signature has not been validated in this manner.
Job Number 83460006
Drawn By NDE
Appld By SDW
Sheet Title
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FINISH PLAN AND
FINISH
SCHEDULE
Sheet Number
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25,000 CYCLE TORSION
SPRING COUNTERBALANCE -
1 5" THICK RIGID INSULATION
4'-6"
R.O. TO R.O. (V.I.F.)
BOARD CUT AROUND DOOR - - - - _ 3" DOOR TRACK
TRACK -J-TRIM AT ALL 1'-9' DEDICATED AREA (CUSTOMIZED DOUBLE TRACK WHERE
17 DEDICATED AREA NOTIFIED PER MANUF. STANDARDS)
EXPOSED EDGES AND TAPE FOR DOCK EQUIP.
ALL SEAMS FOR INTERNAL ROOF DRAIN AN 10" HIGH DOCK DOOR NUMBERS
GUARD IF REQUIRED " FROM R.O.
DEDICATED LOCATION FOR 10' FROM R.O. 2" VERTICAL LIFT INSULATED
INTERNAL RAIN LEADER AS SECTIONAL/ROLL-UP STEEL
NEEDED OVERHEAD DOOR. (DOOR
DOCK FAN AND LIGHT HARD TYPE SHOWN MAY VARY)
WIRED INTO CONTROLLER r------ -, r---------- ----- 1
106 105 SLIDE LATCH AND PULL ROPE
ON THIS SIDE OF DOOR
CONVENIENCE OUTLET -
VIEW WINDOWS SHOWN
DUPLEX,18" A.F.F. O SCHEMATICALLY. NEW DOORS TO
MATCH EXISTING.
o ® ® ® ® TO EXTERIOR LOADING LIGHT, IF
NOT, FEED DIRECTLY OUT OF THE
BACK OF THE COMMANDER PANEL
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5
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NOTE: ALL WALL PACKS TO BE REPLACE WITH NEW. O
REFER TO LIGHTING PLAN.
TYP TYP TVP(DOOR
5 12 4 TYPE)
A3.0 GO.04 A3.0
10�� 1�02� 101 f 100 �
TYP
ORTH ELEVATION
ROOF
119'-10' �
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11__ 100'-0-0° �
r / A1.0 3/32" = V-0"
NOTE: ALL WALL PACKS TO BE REPLACE WITH NEW.
REFER TO LIGHTING PLAN.
13 14 15
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B B
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E201 E04 E04 E18
COORDINATE CONCRETE E04 (PICK-UP ENTRY) TYP
PAD LOCATIONS WITH
MECH.CONTRACTOR.
EAST ELEVATION
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EXISTING OUT -DOOR FENCED
• MECHANICAL ENCLOSURE
301
II IL_- --JL_ _._LI-
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4'.0" 318" OPENING WIDTH 1/2"
FRONT ELEVATION RIGHT ELEVATION
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a
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A3.0
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13
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1-1/2" TOP HOOD
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NOTE: ALL WALL PACKS TO BE REPLACE WITH NEW.
REFER TO LIGHTING PLAN,
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PERMITS: 02/27/2019
Revisions
No. Date
Description
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AR98585
KEYNOTES
NUMBER_ NOTE
E01 NEW HIGH SPEED ROLL -UP AND FABRIC DOOR. RE: A4.0
E04 NEW MECHANICAL UNITS AND/OR EXHAUST FANS. RE: MECHANICAL PLANS
If this document is sealed and signed In a digital
or electronic format and is received from someone
E05
EXISTING DOOR TO REMAIN. RE: DOOR SCHEDULE
identified in
other man the sealing must contact the
the document, you must contact me sealing
professional in writing to validate authenticity of
E07
NEW DOCK LEVELERS, BUMPERS, AND DOCK SEALS. RE: ENLARGED
ELEVATIONS ON SHEET A5.0
E08
I OVERHEAD DOOR. RE: DOOR SCHEDULE
the document. The sealing professional disclaims
the seal and signature and shall not be liable for
any liability associated with @ where the
E18
EXISTING WINDOW TO REMAIN
SPRING
authenticity of any digital or electronic seal or
ADJUSTOR
signature has not been validated In this manner.
Job Number 83460006
SEAL
III
12'-0" OPENING WIDTH
"
1 112" 12'-1 DISTANCE BETWEEN 1 112
61/4" GUIDE LINES 114"
1 HIGH-SPEED FABRIC AND ROLLING OVERHEAD DOOR
DETAILS
A3.0 114" - l'-O"
Drawn By NDE
App/d By SDW
Sheet TiOe
e g,
Sheet Number
AM
C