PINE & PALM HOLDINGS LLC...107MECHANICAL ROOMCONCRETESEALER4" VINYL GYPSUM WALL BOARDLATEX...
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REVISION: PROJECT NAME CLIENT NAME REV DESCRIPTION DATE 5455 Freitag Drive Menomonie, WI 54751 (715)235-3541 Phone (715)235-9190 Fax 705 Bay Street Chippewa Falls, WI 54729 (715)723-5511 Phone www.cfbsi.com PROJECT: DATE: DRAWN BY: REVIEWED BY: THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, WITHOUT WRITTEN AUTHORIZATION FROM CFBSI PROPOSED BUILDING PINE & PALM HOLDINGS LLC COVER SHEET 19-029 4/16/2019 MDM CGR T100 1 1 FOR STATE APPROVAL 6/6/2019 PINE & PALM HOLDINGS LLC PROPOSED NEW BUILDING La Grandeur Road Somerset, WI 54025 T100 COVER SHEET SHEET INDEX A100 FLOOR PLAN S100 FOUNDATION PLAN VIEW A200 ELEVATIONS C101 SITE PLAN C102 GRADING PLAN C100 EXISTING SITE CONDITIONS BUILDING LOADS ROOF LIVE LOAD: 20.00 PSF REDUCIBLE LOAD BEARING VALUE OF SOIL: 2,000 PSF PRESUMPTIVE WIND SPEED: 115.00 MPH WIND ENCLOSURE: ENCLOSED WIND EXPOSURE: C-Kz: 0.936 GROUND SNOW LOAD: Pg: 50.00 PSF FLAT ROOF SNOW: pf: 31.50 PSF DESIGN SNOW (SLOPED): ps: 31.50 PSF SNOW IMPORTANCE FACTOR: Is: 1.000 GROUND/ROOF CONVERSION: 0.70 THERMAL FACTOR: HEATED-Ct: 1.00 SEISMIC DESIGN CATEGORY: A C103 EROSION CONTROL PLAN P I N E & P A L M H O L D I N G S L L C S101 FOUNDATION DETAILS SITE LOCATION PLAN NTS N GENERAL NOTES ALL WORK SHALL BE IN COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AND CODES. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS. APPLICABLE BUILDING CODES: WISCONSIN BUILDING CODE, IBC 2015, IECC 2015. SITE GRADING DESIGN, HVAC, ELECTRICAL, LIGHTING, & EMERGENCY EGRESS LIGHTING NOT BY ARCHITECT. BUILDING SUPERSTRUCTURE BY BUTLER MFG. TO BE SUBMITTED AS A SEPARATE COMPONENT. CONSTRUCTION NOTES A. CONTRACTOR SHALL NOTIFY UTILITIES AND HAVE ALL UTILITIES LOCATED PRIOR TO EXCAVATION. B. CONTRACTOR SHALL MAINTAIN TRAFFIC ACCESSIBILITY ALONG PROJECT. C. EXISTING LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY ALL LOCATIONS. SOIL PREPARATION AND FOUNDATIONS A. MATERIALS 1. FOOTINGS TO BEAR ON PROPERLY COMPACTED FILL OR NATIVE SOIL CAPABLE OF SUSTAINING A BEARING PRESSURE OF 2,000 PSF. THIS IS A PRESUMPTIVE VALUE. IF ANY SOIL APPEARS TO BE QUESTIONABLE, CONTACT THE ARCHITECT IMMEDIATELY. 2. ALL FILL MATERIAL TO BE GRANULAR SOIL OR OTHER COHESIONLESS MATERIAL APPROVED BY THE SOIL TESTING AGENCY. 3. GRANULAR SUB BASE (6" MINIMUM) UNDER SLABS ON GRADE TO HAVE PARTICLE GRADING TO THE FOLLOWING LIMITS: PASS 1" MESH: 100%. PASS #4 SIEVE: NOT OVER 5%. PASS #200 SIEVE: NOT OVER 1%. 4. A VAPOR BARRIER UNDER SLAB IS REQUIRED WHERE NOTED ON PLAN SHEET S100. B. INSTALLATION NOTES 1. PRIOR TO INSTALLING FOUNDATIONS, SOIL TO BE FIELD INSPECTED, WHEN REQUIRED, BY AN INDEPENDENT TESTING AGENCY FAMILIAR WITH THE SITE TO ASSURE THAT THE COMPACTION SPECIFICATIONS HAVE BEEN SATISFIED. SUBMIT ALL INSPECTION REPORTS TO THE ARCHITECT. 2. ALL TOPSOIL TO BE STRIPPED FROM BUILDING AND PAVEMENT AREAS. ALL VERY LOOSE SANDS AND SILT AND CLAY SOILS ALSO TO BE STRIPPED. 3. ALL FILL MATERIAL TO BE SPREAD IN MAXIMUM 6" LOOSE LIFTS AND COMPACTED WITH VIBRATORY COMPACTORS TO THE SPECIFICATIONS OF THE SOIL TESTING COMPANY. 4. SOIL COMPACTION AROUND AND ABOVE UTILITIES PASSING UNDER FOUNDATIONS TO CONFORM TO FOUNDATION COMPACTION CRITERIA. 5. PROVIDE MINIMUM 3'-6" SOIL COVER FOR FOUNDATION FROST PROTECTION IN HEATED AREAS AND 4'-6" IN UNHEATED AREAS. CONCRETE - SITE CAST A. DESIGN CODE: ACI 318, ACI "MANUAL OF STANDARD PRACTICE...", LATEST ADOPTION. B. MATERIALS 1. MINIMUM CONCRETE STRENGTH AT 28 DAYS (f'c) FOR SLABS ON GRADE TO BE 4000 PSI & FOR FOOTINGS & WALLS 3500 PSI. 2. CONCRETE SUPPLIER TO SUBMIT CONCRETE DESIGN MIX DESIGNS TO ARCHITECT AND GENERAL CONTRACTOR FOR ALL SITE CAST CONCRETE UPON REQUEST. 3. FURNISH 5-7% AIR ENTRAINING AGENT FOR ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES. 4. REINFORCING STEEL a. WELDED WIRE FABRIC- ASTM A185, Fy=60 KSI MINIMUM b. DEFORMED BARS- ASTM A615, GRADE 60. REINFORCING STEEL BARS SHALL BE MARKED PHYSICALLY WITH THE SAME DESIGNATIONS AS SHOWN ON THE STRUCTURAL DRAWINGS. c. WELDED DEFORMED BARS- ASTM A706, GRADE 60. 5. INSTALL SLAB ON GRADE CONTROL JOINTS AS SHOWN ON PLANS AND DETAILS OR IN ACCORDANCE WITH PCA PUBLICATION "CONCRETE FLOORS ON GROUND". REFER TO PAGE 21 FOR REINFORCED SLABS AND PAGES 23 AND 24 FOR SLABS WITH DISTRIBUTED REINFORCEMENT. 6. PROVIDE DOWELS ACROSS JOINTS AS SHOWN ON DRAWINGS. C. WHEN DIRECTED, PROVIDE ALL INSPECTION REPORTS, MATERIAL TEST REPORTS, ETC. TO THE ARCHITECT. D. WHEN REQUESTED BY ARCHITECT, SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL. E. INSTALLATION NOTES 1. ALL ITEMS TO BE PLACED IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. 2. PROVIDE WIRE SPACERS, CHAIRS, AND TIES FOR SUPPORT OF REINFORCING. SHOW ON SHOP DRAWINGS. MESH TO BE INDEPENDENTLY SUPPORTED EVERY 25 SF (MINIMUM) USING CRSI RECOMMENDED SUPPORTS. 3. SUPPORT REINFORCEMENT ONLY WITH CRSI RECOMMENDED BAR SUPPORTS (WOOD, BRICK, ETC. NOT ACCEPTABLE) OR HANG FROM TOP OF FORMS. USE SUPPORTS WITH SAND PLATES OR HORIZONTAL RUNNERS FOR SLAB ON GRADE REINFORCEMENT. 4. CONCRETE COVER PER ACI 318, LATEST ADOPTION. 5. SAWCUT SLABS ON GRADE AS SOON AS CONCRETE MAY BE WORKED WITHOUT UNRAVELING (MAXIMUM 6 HOURS AFTER PLACEMENT) 6. PLACE AND SECURELY TIE FOOTING DOWELS IN POSITION PRIOR TO CONCRETE PLACEMENT - DO NOT EMBED DOWELS INTO WET CONCRETE. A300 BUILDING SECTION & DETAILS BUILDING DATA CONSTRUCTION TYPE: IIB BUILDING AREA MAIN FLOOR: 30,000 SF TOTAL B- 598 SF S1- 29,402 SF IBC 903.2.9 SPRINKLER SYSTEM REQUIRED IBC TABLE 506.2 ALLOWS 92,000 SF "B" BUILDING AREA 70,000 SF "S-1" BUILDING AREA MAXIMUM ACTUAL EXIT DISTANCE: 118' IBC TABLE 1017.2 ALLOWS 250' EXIT DISTANCE IBC 1013 PROVIDE EXIT LIGHTS PER THIS SECTION IBC 1008 PROVIDE EXIT ILLUMINATION PER THIS SECTION THERE WILL BE NO HIGH PILED COMBUSTIBLE STORAGE STORAGE OF CLASS I-IV <12' HIGH STORAGE OF GROUP A PLASTIC <6' HIGH PER IFC CHAPTER 32 & SPS 362.0202 C104 UTILITY PLAN C105 SITE DETAILS C106 SITE DETAILS **ALL CIVIL DRAWINGS** BY CEDAR CORP ENERGY COMPLIANCE ROOF REQUIRED: U-.049 PROVIDED: U-.031 WALLS REQUIRED: U-.069 PROVIDED: U-.052 UNHEATED SLAB ON GRADE REQUIRED: R-10 PROVIDED: R-10
Transcript of PINE & PALM HOLDINGS LLC...107MECHANICAL ROOMCONCRETESEALER4" VINYL GYPSUM WALL BOARDLATEX...
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PROJECT:
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19-029
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MDM
CGR
T100
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L6/6/2019
PINE & PALM HOLDINGS LLC
PROPOSED NEW BUILDING
La Grandeur Road
Somerset, WI 54025
T100 COVER SHEET
SHEET INDEX
A100 FLOOR PLAN
S100 FOUNDATION PLAN VIEW
A200 ELEVATIONS
C101 SITE PLAN
C102 GRADING PLAN
C100 EXISTING SITE CONDITIONS
BUILDING LOADS
ROOF LIVE LOAD: 20.00 PSF REDUCIBLE
LOAD BEARING VALUE OF SOIL: 2,000 PSF PRESUMPTIVE
WIND SPEED: 115.00 MPH
WIND ENCLOSURE: ENCLOSED
WIND EXPOSURE: C-Kz: 0.936
GROUND SNOW LOAD: Pg: 50.00 PSF
FLAT ROOF SNOW: pf: 31.50 PSF
DESIGN SNOW (SLOPED): ps: 31.50 PSF
SNOW IMPORTANCE FACTOR: Is: 1.000
GROUND/ROOF CONVERSION: 0.70
THERMAL FACTOR: HEATED-Ct: 1.00
SEISMIC DESIGN CATEGORY: A
C103 EROSION CONTROL PLAN
PIN
E
&
P
A
L
M
HO
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D
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N
G
S
L
L
C
S101 FOUNDATION DETAILS
SITE LOCATION PLAN
NTS
N
GENERAL NOTES
ALL WORK SHALL BE IN COMPLIANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AND CODES.
DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS.
APPLICABLE BUILDING CODES:
WISCONSIN BUILDING CODE, IBC 2015, IECC 2015.
SITE GRADING DESIGN, HVAC, ELECTRICAL, LIGHTING,
& EMERGENCY EGRESS LIGHTING NOT BY ARCHITECT.
BUILDING SUPERSTRUCTURE BY BUTLER MFG. TO BE SUBMITTED AS
A SEPARATE COMPONENT.
CONSTRUCTION NOTES
A. CONTRACTOR SHALL NOTIFY UTILITIES AND HAVE ALL
UTILITIES LOCATED PRIOR TO EXCAVATION.
B. CONTRACTOR SHALL MAINTAIN TRAFFIC ACCESSIBILITY
ALONG PROJECT.
C. EXISTING LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD
VERIFY ALL LOCATIONS.
SOIL PREPARATION AND FOUNDATIONS
A. MATERIALS
1. FOOTINGS TO BEAR ON PROPERLY COMPACTED FILL OR NATIVE SOIL CAPABLE OF SUSTAINING A BEARING PRESSURE OF
2,000 PSF. THIS IS A PRESUMPTIVE VALUE. IF ANY SOIL APPEARS TO BE QUESTIONABLE, CONTACT THE ARCHITECT IMMEDIATELY.
2. ALL FILL MATERIAL TO BE GRANULAR SOIL OR OTHER COHESIONLESS MATERIAL APPROVED BY THE SOIL TESTING AGENCY.
3. GRANULAR SUB BASE (6" MINIMUM) UNDER SLABS ON GRADE TO HAVE PARTICLE GRADING TO THE FOLLOWING LIMITS:
PASS 1" MESH: 100%. PASS #4 SIEVE: NOT OVER 5%. PASS #200 SIEVE: NOT OVER 1%.
4. A VAPOR BARRIER UNDER SLAB IS REQUIRED WHERE NOTED ON PLAN SHEET S100.
B. INSTALLATION NOTES
1. PRIOR TO INSTALLING FOUNDATIONS, SOIL TO BE FIELD INSPECTED, WHEN REQUIRED, BY AN INDEPENDENT TESTING AGENCY
FAMILIAR WITH THE SITE TO ASSURE THAT THE COMPACTION SPECIFICATIONS HAVE BEEN SATISFIED. SUBMIT ALL INSPECTION
REPORTS TO THE ARCHITECT.
2. ALL TOPSOIL TO BE STRIPPED FROM BUILDING AND PAVEMENT AREAS. ALL VERY LOOSE SANDS AND SILT AND CLAY SOILS
ALSO TO BE STRIPPED.
3. ALL FILL MATERIAL TO BE SPREAD IN MAXIMUM 6" LOOSE LIFTS AND COMPACTED WITH VIBRATORY COMPACTORS TO THE
SPECIFICATIONS OF THE SOIL TESTING COMPANY.
4. SOIL COMPACTION AROUND AND ABOVE UTILITIES PASSING UNDER FOUNDATIONS TO CONFORM TO FOUNDATION COMPACTION CRITERIA.
5. PROVIDE MINIMUM 3'-6" SOIL COVER FOR FOUNDATION FROST PROTECTION IN HEATED AREAS AND 4'-6" IN UNHEATED AREAS.
CONCRETE - SITE CAST
A. DESIGN CODE: ACI 318, ACI "MANUAL OF STANDARD PRACTICE...", LATEST ADOPTION.
B. MATERIALS
1. MINIMUM CONCRETE STRENGTH AT 28 DAYS (f'c) FOR SLABS ON GRADE TO BE 4000 PSI & FOR FOOTINGS & WALLS 3500 PSI.
2. CONCRETE SUPPLIER TO SUBMIT CONCRETE DESIGN MIX DESIGNS TO ARCHITECT AND GENERAL CONTRACTOR FOR ALL
SITE CAST CONCRETE UPON REQUEST.
3. FURNISH 5-7% AIR ENTRAINING AGENT FOR ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES.
4. REINFORCING STEEL
a. WELDED WIRE FABRIC- ASTM A185, Fy=60 KSI MINIMUM
b. DEFORMED BARS- ASTM A615, GRADE 60. REINFORCING STEEL BARS SHALL BE MARKED PHYSICALLY WITH THE SAME
DESIGNATIONS AS SHOWN ON THE STRUCTURAL DRAWINGS.
c. WELDED DEFORMED BARS- ASTM A706, GRADE 60.
5. INSTALL SLAB ON GRADE CONTROL JOINTS AS SHOWN ON PLANS AND DETAILS OR IN ACCORDANCE WITH PCA PUBLICATION
"CONCRETE FLOORS ON GROUND". REFER TO PAGE 21 FOR REINFORCED SLABS AND PAGES 23 AND 24 FOR SLABS WITH
DISTRIBUTED REINFORCEMENT.
6. PROVIDE DOWELS ACROSS JOINTS AS SHOWN ON DRAWINGS.
C. WHEN DIRECTED, PROVIDE ALL INSPECTION REPORTS, MATERIAL TEST REPORTS, ETC. TO THE ARCHITECT.
D. WHEN REQUESTED BY ARCHITECT, SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL.
E. INSTALLATION NOTES
1. ALL ITEMS TO BE PLACED IN ACCORDANCE WITH APPROVED SHOP DRAWINGS.
2. PROVIDE WIRE SPACERS, CHAIRS, AND TIES FOR SUPPORT OF REINFORCING. SHOW ON SHOP DRAWINGS. MESH TO BE
INDEPENDENTLY SUPPORTED EVERY 25 SF (MINIMUM) USING CRSI RECOMMENDED SUPPORTS.
3. SUPPORT REINFORCEMENT ONLY WITH CRSI RECOMMENDED BAR SUPPORTS (WOOD, BRICK, ETC. NOT ACCEPTABLE) OR HANG
FROM TOP OF FORMS. USE SUPPORTS WITH SAND PLATES OR HORIZONTAL RUNNERS FOR SLAB ON GRADE REINFORCEMENT.
4. CONCRETE COVER PER ACI 318, LATEST ADOPTION.
5. SAWCUT SLABS ON GRADE AS SOON AS CONCRETE MAY BE WORKED WITHOUT UNRAVELING (MAXIMUM 6 HOURS AFTER PLACEMENT)
6. PLACE AND SECURELY TIE FOOTING DOWELS IN POSITION PRIOR TO CONCRETE PLACEMENT - DO NOT EMBED DOWELS INTO WET CONCRETE.
A300 BUILDING SECTION & DETAILS
BUILDING DATA
CONSTRUCTION TYPE: IIB
BUILDING AREA
MAIN FLOOR: 30,000 SF TOTAL
B- 598 SF
S1- 29,402 SF
IBC 903.2.9 SPRINKLER SYSTEM REQUIRED
IBC TABLE 506.2 ALLOWS 92,000 SF "B" BUILDING AREA
70,000 SF "S-1" BUILDING AREA
MAXIMUM ACTUAL EXIT DISTANCE: 118'
IBC TABLE 1017.2 ALLOWS 250' EXIT DISTANCE
IBC 1013 PROVIDE EXIT LIGHTS PER THIS SECTION
IBC 1008 PROVIDE EXIT ILLUMINATION PER THIS SECTION
THERE WILL BE NO HIGH PILED COMBUSTIBLE STORAGE
STORAGE OF CLASS I-IV
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125'-0" 125'-0"
120'-0"
250'-0"
49'-10" 49'-10"
55'-0" 23'-6" 11'-6" 28'-0" 14'-0" 28'-0" 11'-6" 23'-6" 55'-0"
102
OFFICE
104
T.R.
100
WAREHOUSE
101
WAREHOUSE
103
OFFICE
105
T.R.
2
A200
2
A100
1
A200
3
A200
4
A200
3
A100
62'-6"125'-0"
101C 101A 101B 101B 101A 101D
101E 101F
101G
101H
101K
101J
W01 W01
ILLUMINATED
EXIT SIGN
ILLUMINATED
EXIT SIGN
ILLUMINATED
EXIT SIGN
ILLUMINATED
EXIT SIGN
62'-6"
TY
PIC
AL E
GR
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S P
AT
H
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S P
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FE
TYPICAL SURFACE MOUNTED #10
ABC TYPE FIRE EXTINGUISHER
FE
FE
101L101M
106
MECH.
107
MECH.
FE
TYPICAL SURFACE MOUNTED #10
ABC TYPE FIRE EXTINGUISHER
FE FE
7'-0" 11'-0"
9'-6"
14'-6"
2'-5"
2'-3"
102
OFFICE
104
TOILET ROOM
7'-0"
9'-8"
106
MECH.
101K
101J
101L
2x2 CEILING GRID (TYP.)
LIGHT LOCATIONS
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REVIEWED BY:
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FLOOR PLAN
3/32"=1'-0"
ENLARGED FLOOR PLAN
3/8"=1'-0"
N
REFLECTED CEILING PLAN
3/8"=1'-0"
2
A100
3
A100
1
A100
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101A
101C
W01
101B
W01
FEDCBA G
1 2 3 4 5 6 7 8 9 10 11
1234567891011
F E D C B AG
101D
W01W01
101A
101B
24'-0"
24'-0"
24'-0"
12
1/2
12
1/2
12
1/2
12
1/2
WALL PACK
5" DOWNSPOUT TYP.
SPLASHBLOCK TYP.
8 1/2" GUTTER
24 GAUGE BUTLER MR-24
STANDING SEAM ROOF SYSTEM
26 GAUGE PRE-FINISHED
SHADOWALL STEEL SIDING
26 GAUGE PRE-FINISHED
SHADOWALL STEEL SIDING
26 GAUGE PRE-FINISHED
SHADOWALL STEEL SIDING
26 GAUGE PRE-FINISHED
SHADOWALL STEEL SIDING
24'-0"
8 1/2" GUTTER
24 GAUGE BUTLER MR-24
STANDING SEAM ROOF SYSTEM
WALL PACK WALL PACK WALL PACK WALL PACKWALL PACK
5" DOWNSPOUT TYP.
SPLASHBLOCK TYP.
58'-0"
50'-0"
101F 101E
WALL PACKWALL PACK
70'-0"
1'-0"
8'-0"
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PROJECT:
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DRAWN BY:
REVIEWED BY:
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NORTH ELEVATION
3/32"=1'-0"
1
A200
SOUTH ELEVATION
3/32"=1'-0"
2
A200
EAST ELEVATION
3/32"=1'-0"
3
A200
WEST ELEVATION
3/32"=1'-0"
4
A200
TAG TYPE SIZE MATERIAL FINISH COUNT
W01 SLIDING 4'-0"x4'-6" ALUMINUM BRINZE 4
WINDOW SCHEDULE
DOOR & HARDWARE SCHEDULE
TAG TYPE SIZE FINISH SWING COUNT REMARKS
101A INSULATED ROLL-UP 16'x16' FACTORY - 2 MANUAL
101B INSULATED ROLL-UP 8'x9' FACTORY - 2 MANUAL
101C INSULATED HOLLOW METAL 3'x7' FACTORY RHR 1 24"x30" LITE
101D INSULATED HOLLOW METAL 3'x7' FACTORY LHR 1 24"x30" LITE
101E INSULATED HOLLOW METAL 3'x7' FACTORY LHR 1
101F INSULATED HOLLOW METAL 3'x7' FACTORY RHR 1
101G HOLLOW METAL 3'x7' FACTORY RH 1
101H HOLLOW METAL 3'x7' FACTORY LH 1
101J HOLLOW METAL 3'x7' FACTORY RH 1
101K HOLLOW METAL 3'x7' FACTORY LH 1
101L HOLLOW METAL 3'x7' FACTORY LH 1
101M HOLLOW METAL 3'x7' FACTORY RH 1
LO
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SE
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PA
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AG
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PR
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PA
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DW
AR
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LA
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CLO
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TH
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OLD
WE
AT
HE
RS
TR
IP
SW
EE
P
ROOM FINISH SCHEDULE
TAG ROOM FLOOR BASE NORTH WALL WEST WALL SOUTH WALL EAST WALL CEILING
BASE MATERIAL FINISH BASE MATERIAL FINISH BASE MATERIAL FINISH BASE MATERIAL FINISH BASE MATERIAL FINISH BASE MATERIAL FINISH HEIGHT
100 WAREHOUSE CONCRETE SEALER ------- INSULATION FABRIC 8' LINER PANEL INSULATION FABRIC 8' LINER PANEL INSULATION FABRIC 8' LINER PANEL INSULATION FABRIC 8' LINER PANEL INSULATION FABRIC ------- 24'-0"
101 WAREHOUSE CONCRETE SEALER ------- INSULATION FABRIC 8' LINER PANEL INSULATION FABRIC 8' LINER PANEL INSULATION FABRIC 8' LINER PANEL INSULATION FABRIC 8' LINER PANEL INSULATION FABRIC ------- 24'-0"
102 OFFICE CONCRETE VCT 4" VINYL GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT 2'x2' ACOUSTIC TILE PRE-FINISHED 8'-0"
103 OFFICE CONCRETE VCT 4" VINYL GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT 2'x2' ACOUSTIC TILE PRE-FINISHED 8'-0"
104 TOILET ROOM CONCRETE VCT 4" VINYL GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT 2'x2' VINYLROCK TILE PRE-FINISHED 8'-0"
105 TOILET ROOM CONCRETE VCT 4" VINYL GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT 2'x2' VINYLROCK TILE PRE-FINISHED 8'-0"
106 MECHANICAL ROOM CONCRETE SEALER 4" VINYL GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT 2'x2' ACOUSTIC TILE PRE-FINISHED 8'-0"
107 MECHANICAL ROOM CONCRETE SEALER 4" VINYL GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT GYPSUM WALL BOARD LATEX PAINT 2'x2' ACOUSTIC TILE PRE-FINISHED 8'-0"
-
TYPICAL ROOF SYSTEM:
24 GAUGE BUTLER MR-24 STANDING SEAM ROOF SYSTEM
8 1/2" PURLINS
SIMPLE SAVER INSULATION SYSTEM
12" (8"+4") w/THERMAL BLOCK R-38
TYPICAL EXTERIOR WALL SYSTEM:
26 GAUGE PRE-FINISHED SHADOWALL STEEL SIDING
8 1/2" GIRTS
SIMPLE SAVER INSULATION SYSTEM
9" w/THERMAL BLOCK R-30
FEDCBA G
8' WHITE LINER PANEL
8'-0"
2'-0"
TYPICAL CEILING ASSEMBLY:
6" 20ga METAL STUDS
WHITE PRO-RIB LINER PANELS EXTERIOR
2x2 SUSPENDED GRID CEILING INTERIOR
TYPICAL WALL ASSEMBLY:
3 5/8" 20ga METAL STUDS
4" R-13 FIBERGLASS INSULATION
5/8" GYPSUM WALL BOARD BOTH SIDES 103
OFFICE
101
WAREHOUSE
REVISION:
PR
OJE
CT
N
AM
E
CL
IE
NT
N
AM
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RE
VD
ES
CR
IP
TIO
ND
AT
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54
55
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rive
Me
no
mo
nie
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I
54
75
1
(7
15
)2
35
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54
1 P
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ne
(7
15
)2
35
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19
0 F
ax
70
5 B
ay S
tre
et
Ch
ip
pe
wa
F
alls, W
I
54
72
9
(7
15
)7
23
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ww
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PROJECT:
DATE:
DRAWN BY:
REVIEWED BY:
TH
IS
D
OC
UM
EN
T C
ON
TA
IN
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ON
FID
EN
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L A
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P
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PR
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TA
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IN
FO
RM
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N T
HA
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AN
NO
T B
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PR
OD
UC
ED
O
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IV
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D, IN
W
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P
AR
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IT
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UT
W
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TE
N A
UT
HO
RIZ
AT
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N F
RO
M C
FB
SI
PR
OP
OS
ED
B
UIL
DIN
G
PIN
E &
P
AL
M H
OL
DIN
GS
L
LC
BU
IL
DIN
G S
EC
TIO
N &
D
ET
AIL
S
19-029
4/16/2019
MDM
CGR
A300
1
1F
OR
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L6/6/2019
BUILDING SECTION
1/8"=1'-0"
2
A100
15" MIN. 5" MAX.
36" M
AX
.
8" MIN.
27" M
IN
.
9" M
IN
.
6" MAX.
SPOUT HEIGHT
EQUIPMENT PERMITTED
IN SHADED AREA
12" MIN.
29" M
IN
.
34" M
AX
.
40" M
AX
.
18"
40"
34"
28"
17"-19"
7"-9"
42" MIN.
40"
12" MAX.
36" MIN.
16"-18"
54" MIN.
1 1/2" DIA. GRAB BAR TYP.
1 1/2" DIA. GRAB BAR TYP.
TP HOLDER
TOILET ROOM DETAIL
3/4"=1'-0"
TOILET ROOM DETAIL
3/4"=1'-0"
DRINKING FOUNTAIN DETAIL
3/4"=1'-0"
RESTROOM
60"
8"
MAX
TOILET ROOM SIGN
3/4"=1'-0"
15" MIN.
-
25'-0"
120'-0"
250'-0"
25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
F
E
D
C
B
A
G
1 2 3 4 5 6 7 8 9 10 11
1
S101
4
S101
3
S101
F1
F2
F2
F2
F2
F2
P1
P1
P2
P2
P2
P2
P2
F1
D1
D2
D1
D1
D1
D1
D3
D4
5
S101
6
S101
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D1
F1
F2
F2
F2
F2
F2
P1
P1
P2
P2
P2
P2
P2
F1
D1
D2
D1
D1
D1
D1
D1
F3P2
2
S101
F4
D4
D4
D4
D4
D4
D4
D4
D4
D4
D4
D4
D4
D4
D4
D4
D4
D4
7
S101
9
S101
8
S101
2'-6"
1'-0"
1'-0"
1'-6"
F3P2F3P2F3P2F3P2F3P2F3P2F3P2F3P2
F3P2F3P2F3P2F3P2F3P2F3P2F3P2F3P2F3P2
F4 F4 F4 F4 F4 F4 F4 F4
F4 F4 F4 F4 F4 F4 F4 F4 F4
1'-6"
#
4
H
A
I
R
P
I
N
S
T
Y
P
.
60°
1
5
'
-
0
"
5'-0"
MIN.
5'-0
"
MIN
.
1'-6"
MIN.
6" CONC. SLAB w/6x6 -10/10 WWM
SLOPE SLAB AWAY FROM BUILDING
THRESHOLD HEIGHT 1/2" MAX.
SLAB @ EXTERIOR DOORS
3/4"=1'-0"
4
S100
UNCOATED REBAR
BAR# LAP
3 20"
4 24"
5 30"
6 36"
7 54"
8 62"
LA
P
1/2" DIA. X 32" LONG DOWELS
@ 3'-0" O.C. GREASE ONE END
SAWCUT DEPTH TO BE DETERMINED
BY GENERAL CONTRACTOR
FORMED CONTROL JOINT
SAWCUT CONTROL JOINT
Bar Size and Type Minimum Diameter
of Bend, D
A
No. 3 (M #10) through
No. 8 (M #25) Grade 6 bar diameters
50 (Grade 300) or
Grade 60 (Grade 420)
A
Does not apply to stirrups or ties.
D
Standard 90° Hook
FLOOR JOINTS2
S100
ACI HOOKS & LAP SCHEDULE3
S100
1 1/2" EXTRUDED POLYSTYRENE
INSULATION, R-7.5 UNDER SLAB
REVISION:
PR
OJE
CT
N
AM
E
CL
IE
NT
N
AM
E
RE
VD
ES
CR
IP
TIO
ND
AT
E
54
55
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rive
Me
no
mo
nie
, W
I
54
75
1
(7
15
)2
35
-3
54
1 P
ho
ne
(7
15
)2
35
-9
19
0 F
ax
70
5 B
ay S
tre
et
Ch
ip
pe
wa
F
alls, W
I
54
72
9
(7
15
)7
23
-5
51
1 P
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ne
ww
w.cfb
si.co
m
PROJECT:
DATE:
DRAWN BY:
REVIEWED BY:
TH
IS
D
OC
UM
EN
T C
ON
TA
IN
S C
ON
FID
EN
TIA
L A
ND
P
RO
PR
IE
TA
RY
IN
FO
RM
AT
IO
N T
HA
T C
AN
NO
T B
E
RE
PR
OD
UC
ED
O
R D
IV
UL
GE
D, IN
W
HO
LE
O
R IN
P
AR
T, W
IT
HO
UT
W
RIT
TE
N A
UT
HO
RIZ
AT
IO
N F
RO
M C
FB
SI
PR
OP
OS
ED
B
UIL
DIN
G
PIN
E &
P
AL
M H
OL
DIN
GS
L
LC
FO
UN
DA
TIO
N P
LA
N
19-029
4/16/2019
MDM
CGR
S100
1
1F
OR
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L6/6/2019
FOUNDATION PLAN
1/16"=1'-0"
1
S100
FOOTING SCHEDULE
MARK SIZE & REINFORCING
F1 3'-0"x3'-0"x1'-0" DEEP w/(4) #4 EACH WAY BOTTOM
F2 3'-6"x3'-6"x1'-0" DEEP w/(4) #4 EACH WAY BOTTOM
F3 4'-6"x4'-6"x1'-0" DEEP w/(5) #4 EACH WAY BOTTOM
F4 6'-6"x6'-6"x1'-6" DEEP w/(7) #5 EACH WAY BOTTOM
PIER SCHEDULE
MARK SIZE REINFORCING
P1 16"x16" C.I.P. (4) #6 VERT. & #4 TIES @ 12" O.C.
P2 16"x16" C.I.P. (4) #6 VERT. & #4 TIES @ 12" O.C.
-
1'-4"8"
3'-0"
1'-4" 1'-8"
4- #6 VERTICALS w/STD. HOOKS
#4 HORIZONTALS @ 12" O.C.
8"
2" EXTRUDED POLYSTYRENE
INSULATION, R-10
FOOTING DETAIL
3/4"=1'-0"
1
S101
3'-0"
3"
1'-0"
3'-6"
3" 3"2'-6"
8"
2" EXTRUDED POLYSTYRENE
INSULATION, R-10
4- #6 VERTICALS w/STD. HOOKS
#4 HORIZONTALS @ 12" O.C.
6"
4- #4 BOTH WAYS @ 10" O.C.
(4) 3/4"x18" GR36 ANCHOR RODS
1'-4"
6" CONCRETE SLAB
GRADE
FOOTING DETAIL
3/4"=1'-0"
2
S101
3'-6"
3"
1'-0"
3'-6"
3" 3"3'-0"
8"
2" EXTRUDED POLYSTYRENE
INSULATION, R-10
4- #6 VERTICALS w/STD. HOOKS
#4 HORIZONTALS @ 12" O.C.
6"
4- #4 BOTH WAYS @ 12" O.C.
(4) 3/4"x18" GR36 ANCHOR RODS
1'-4"
6" CONCRETE SLAB
GRADE
FOOTING DETAIL
3/4"=1'-0"
3
S101
FOOTING DETAIL
3/4"=1'-0"
4
S101
4'-6"
3"
1'-0"
3'-6"
3" 3"4'-0"
8"
2" EXTRUDED POLYSTYRENE
INSULATION, R-10
4- #6 VERTICALS w/STD. HOOKS
#4 HORIZONTALS @ 12" O.C.
6"
5- #4 BOTH WAYS @ 12" O.C.
(4) 3/4"x18" GR36 ANCHOR RODS
1'-4"
6" CONCRETE SLAB
GRADE
3"
3"
3"
6"
1'-6"
4-3/4" x 18" ANCHOR RODS
FOOTING DETAIL
3/4"=1'-0"
5
S101
6'-6"
7- #5 @ 12" BOTH WAYS
2'-0"
1'-0"
3'-6"
3" 3"1'-6"
2- #4's CONTINUOUS
#5 VERTICALS @ 1'-4" O.C.
#5 HORIZONTALS @ 1'-0" O.C.
6"
6" CONCRETE SLAB
3"
8"
2" EXTRUDED POLYSTYRENE
INSULATION, R-10
GRADE
2"
3'-0" N.T.S. 8"
#5 TIES SPACED @ 2'-0" O.C.
VERIFY EDGE CONDITION AND
PROVIDE STEEL ANGLE FOR EDGE
OF DOCK LEVELER
2'-0"
1'-0"
3'-6"
3" 3"1'-6"
2- #4's CONTINUOUS
#5 VERTICALS @ 1'-4" O.C.
#5 HORIZONTALS @ 1'-0" O.C.
6"
6" CONCRETE SLAB
FOOTING DETAIL
3/4"=1'-0"
6
S101
3"
2" EXTRUDED POLYSTYRENE
INSULATION, R-10
4'-0"
PIER DETAIL
3/4"=1'-0"
7
S101
8
S101
9
S101
PIER DETAIL
3/4"=1'-0"
PIER DETAIL
3/4"=1'-0"
1'-4"
8"
3'-0"
1'-4"
1'-8"
8"
4- #6 VERTICALS w/STD. HOOKS
#4 HORIZONTALS @ 12" O.C.
2" EXTRUDED POLYSTYRENE
INSULATION, R-10
1'-4"8"8"
1'-4"
3'-6"
1'-1"
1'-1"
3'-6"
10"2'-8"
4- #6 VERTICALS w/STD. HOOKS
#4 HORIZONTALS @ 12" O.C.
2" EXTRUDED POLYSTYRENE
INSULATION, R-10
1'-4"
8"
8"
1'-4"
4'-6"
1'-7"1'-7"
4'-6"
1'-10"
2'-8"
8" 8"10" 8"1'-10"
8" 8"
4"
8"
REVISION:
PR
OJE
CT
N
AM
E
CL
IE
NT
N
AM
E
RE
VD
ES
CR
IP
TIO
ND
AT
E
54
55
F
re
ita
g D
rive
Me
no
mo
nie
, W
I
54
75
1
(7
15
)2
35
-3
54
1 P
ho
ne
(7
15
)2
35
-9
19
0 F
ax
70
5 B
ay S
tre
et
Ch
ip
pe
wa
F
alls, W
I
54
72
9
(7
15
)7
23
-5
51
1 P
ho
ne
ww
w.cfb
si.co
m
PROJECT:
DATE:
DRAWN BY:
REVIEWED BY:
TH
IS
D
OC
UM
EN
T C
ON
TA
IN
S C
ON
FID
EN
TIA
L A
ND
P
RO
PR
IE
TA
RY
IN
FO
RM
AT
IO
N T
HA
T C
AN
NO
T B
E
RE
PR
OD
UC
ED
O
R D
IV
UL
GE
D, IN
W
HO
LE
O
R IN
P
AR
T, W
IT
HO
UT
W
RIT
TE
N A
UT
HO
RIZ
AT
IO
N F
RO
M C
FB
SI
PR
OP
OS
ED
B
UIL
DIN
G
PIN
E &
P
AL
M H
OL
DIN
GS
L
LC
FO
UN
DA
TIO
N D
ET
AIL
S
19-029
4/16/2019
MDM
CGR
S101
1
1F
OR
S
TA
TE
A
PP
RO
VA
L6/6/2019
PINE AND PALM ARCH 6-7-19Sheets and ViewsA000-ARCH DA100-A100A100-A200A100-A300A100-S100A100-S101
Somerset - Pine Palm Civil Plan Set - FINALEXISTING SITE CONDITIONSSITE PLANGRADING PLANEROSION CONTROL PLANUTILITY PLANDETAIL (1)DETAIL (2)
