HomeMy WebLinkAboutPLANS REDLINE - 20-00520 - Harbor Freight Tools - Inside RemodelAuthor Name Author Email Author Phone No.:
Ted Dye tedd@rexburg.org 208-372-2172
Bret Stoddard brets@rexburg.org 208-372-2171
Don Allen Don.Allen@rexburg.org 208-372-2174
Description : Harbor Freight Tools - Inside RemodelAddress : 530 N 2nd ERecord Type : Commercial - RemodelDocument Filename : HFT Rexburg, ID Permit Set 070120.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report Approved
# 20-00520
Commercial - Remodel
Approval of plans does not constitute approval of variance from code
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CABLING VENDOR
IT VENDOR
POMEROY
MAIN CONTACT:
JEFF WARREN
T: (704) 206-7851
C: (704) 996-9771
EMAIL: jeff.warren@pomeroy.com
SHEET NO.DRAWING NAME ISSUE DATE REVISION DATE
PROJECT ORIENTATION
DEMOLITION
D1.0 DEMOLITION PLAN
SITE
AS1.0 ARCHITECTURAL SITE PLAN
A0.0 COVER SHEET
ARCHITECTURAL
A0.2 GENERAL NOTES
A1.1 FLOOR PLAN
A1.2 FIXTURE PLAN
A1.4 FIXTURE SPECIFICATION AND DETAILS
A1.5
A1.6
A1.7
A2.0 REFLECTED CEILING PLAN
FIXTURE SPECIFICATION AND DETAILS
RACKING SPECIFICATION AND DETAILS
RACKING SPECIFICATION AND DETAILS
A3.0 EXTERIOR ELEVATIONS
A4.0 SECTIONS AND DETAILS
A4.1 WALL TYPES AND DETAILS
A5.0 DOOR SCHEDULE AND DETAILS
MECHANICAL / PLUMBING
M1.0
M1.1
MECHANICAL PLAN
MECHANICAL SCHEDULES
P1.0 PLUMBING PLAN
FIRE PROTECTION
FP1.0 FIRE PROTECTION PLAN
ELECTRICAL
E0.1 ELECTRICAL SPECIFICATIONS
POWER PLAN
LIGHTING PLAN
COMMUNICATIONS PLAN
ONE LINE DIAGRAM & DETAILS
E1.0
E1.1
E1.2
E2.0
A1.3 FINISH PLAN
A1.8
A1.9
FIXTURE SPECIFICATION AND DETAILS
FIXTURE SPECIFICATION AND DETAILS
M1.3 MECHANICAL / PLUMBING SPECIFICATIONS
P1.1 PLUMBING DETAILS
LIGHTING AND PANEL SCHEDULESE2.1
PHONE BOARD DETAILE2.2
A0.3 CONCRETE SPECIFICATIONS
COST CONTROL ASSOCIATES
310 BAY ROAD
QUEENSBURY, NY 12804
CONTACT: DAVE SADLOCHA
T: (518) 824-0311
ADDRESS VERIFICATION /
METER SERVICES
ROCKERZ INC.
100 COMMONWEALTH DR.
WARRENDALE, PA 15086
CONTACT: ROBERT SMITH
T: (724) 553-3854
EMAIL: rsmith@rockerzinc.com
LIGHTING VENDOR
MUST HAVE CHECK LIST:
PROJECT MANAGERS CONTACT INFORMATION
INCLUDING EMAIL ADDRESS
CONTRACTOR INFORMATION 1 WEEK BEFORE
CONSTRUCTION STARTS (PROTRACK TRIGGER
VIA EMAIL)
GENERAL CONTRACT INFO INCLUDING EMAIL
ADDRESSES
SITE FOREMAN INFO INCLUDING EMAIL
ADDRESS
CONFIRMED ADDRESS WITH MPOE LOCATION
(CLOSET, DMARK, ETC)
STANDARD STORE SET UP IS 2 LINES IN A HUNT
GROUP, 1 LINE FOR BACK UP COMMUNICATION,
AND 1 ALARM LINE. IF WE NEED MORE
DEDICATED ALARM LINES TO PASS CITY CODE,
NEED TO KNOW THAT UPFRONT
DIAMA-SHIELD, LLC
32401 INDUSTRIAL DRIVE
MADISON HEIGHTS, MI 48071
CONTACT: TRAVIS SIBLEY
T: (313) 510-6149
EMAIL: tsibley@diamashield.com
IT CHECKLIST LVT VENDOR
BI-PARTING DOOR VENDOR
SECURITY GATE VENDORS
DORMA
924 SHERWOOD DRIVE
LAKE BLUFF, IL 60044
CONTACT: TESS FREEMAN
T: (717) 335-4731
EMAIL: Tess.freeman@dormakaba.com
FLOORING VENDORS
COMMERCIAL REPAIRS & SALES, INC.
P.O. BOX 3379
RIVERVIEW, FL 33568
CONTACT: RICK CIANCIULLI
T: (800) 345-9043
EMAIL: rick@commercialrepairs.com
CAPITOL LIGHT
270 LOCUST ST.
HARTFORD, CT 06114
CONTACT: BETH RIBE
T: (860) 449-4502
EMAIL: beth.ribe@capitollight.com
HVAC VENDOR
DOOR HARDWARE VENDORS /
RESTROOM ACCESSORIES
OVERHEAD DOOR VENDOR
CORNELL IRON
140 MAFFET STREET
WILKES-BARRE, PA 18705
CONTACT: AMY TEMARANTZ
T: (800) 882-6773 X 522
EMAIL: atemarantz@cornellstorefronts.com
MADIX, INC.
500 AIRPORT ROAD
TERRELL, TX 75160
CONTACT: SCOTT NELSON
T: (805) 529-6457
C: (805) 795-9386
EMAIL: snelson@madixinc.com
RETAIL SECURITY, INC.
421 ELLIS CIRCLE
FOLSOM, CA 95630
CONTACT: WES CROTEAU
T: (916)628-1419
EMAIL: wes@retailgates.com
PROJECT LOCATION
CODE AND BUILDING DATA
SITE VICINITY MAP
SCALE = NTS
N
COVER SHEET
A0.0
LIST OF DRAWINGS
530 NORTH 2nd EAST STREET REXBURG, ID 83440
SITE VICINITY MAP
EXTERIOR AND INTERIOR ALTERATIONS OF AN EXISTING VACANT MERCANTILE TENANT SPACE. INTERIOR ALTERATIONS INCLUDE NEW OFFICES,
RESTROOMS, BREAK ROOM WITH CABINETS, AND AN INTERIOR VESTIBULE. EXTERIOR ALTERATIONS INCLUDE A NEW 20' x 20' CONCRETE PAD
EXTERIOR RECEIVING ENCLOSURE, AND NEW EXTERIOR SIGNAGE (UNDER A SEPARATE PERMIT). THE SPACE WAS FORMERLY A WALMART
PARKING ANALYSIS: SHARED PARKING PROVIDED BY STRIP CENTER PARKING LOT.
OCCUPANT LOAD:
ALLOWABLE AREA:50,000 SQ. FT.
M - SALES
USE and OCCUPANCY CLASSIFICATION:
CONSTRUCTION CLASSIFICATION (TYPE):
BUILDING CODE:
ALLOWABLE HEIGHT:75'-0"
M - MERCANTILE
IIB - FULLY SPRINKLERED
S-2 - STOCK
PROJECT SCOPE:
APPLICABLE CODES:
ENERGY CODE:
9,495 SQ. FT.
FUNCTION OF SPACE FLR. AREA / OCC.
60 GROSS
ALLOWABLECALCULATION
300 GROSS
ACTUAL INTERIOR AREA BUILDING: 15,953 SQ. FT.
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL ENERGY CONSERVATION CODE
MECHANICAL CODE:
ELECTRICAL CODE:
2015 INTERNATIONAL MECHANICAL CODE
2017 NATIONAL ELECTRICAL CODE
FIRE CODE:2015 INTERNATIONAL FIRE CODE
PLUMBING CODE:2017 IDAHO PLUMBING CODE
ALLOWABLE HEIGHT and BUILDING AREAS:
GROSS LEASED AREA:15,953 SQ. FT.
ACTUAL HEIGHT:27'-4"
FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS):
STRUCTURAL FRAME:0 HOURS
EXTERIOR BEARING WALLS:0 HOURS
INTERIOR BEARING WALLS / COLUMNS:0 HOURS
INTERIOR NONBEARING WALLS:0 HOURS
FLOOR CONSTRUCTION:0 HOURS
ROOF CONSTRUCTION:0 HOURS
159 OCCUPANTS
NON-SALES AREA:
SALES AREA:9,495 SQ. FT.
6,458 SQ. FT.
B - CORE AREA 651 SQ. FT.100 GROSS
5,807 SQ. FT.
7 OCCUPANTS
20 OCCUPANTS
186 OCCUPANTSANTICIPATED OCCUPANT LOAD FOR HARBOR FREIGHT TOOLS: 150 MAX FROM HISTORICAL DATA
SIGN VENDOR LIST
ARCHITECT CONTACTBLDG. DEPT. CONTACT
PROJECT DIRECTORY
HARBOR FREIGHT TOOLS
CITY OF REXBURG BUILDING DEPARTMENT
35 N 1st EAST
REXBURG, ID 83440
CONTACT: SHAUNA EATON
T: (208) 372-2160
EMAIL: inspections@rexburg.org
HARBOR FREIGHT TOOLS
26541 AGOURA ROAD
CALABASAS, CA. 91302
CONTACT: ADAM STEECE
Senior Director of Construction
T: (818) 519-7503
EMAIL: asteece@harborfreight.com
VENDOR LIST
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20142
07/01/20
LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
RACKING ENGINEER
ADA ARCHITECTS, INC.
17710 DETROIT AVE.
CLEVELAND, OH 44107
CLIENT MANAGER: BRIAN QUINN
PROJECT MANAGER: JOHN BURGER
T: (216) 521-5134
F: (216) 521-4824
EMAIL: jburger@adaarchitects.cc
A5.1 ENLARGED VESTIBULE PLAN & DETAILS
RACKING SPECIFICATION AND DETAILSA1.10
HARBOR FREIGHT TOOLS HARBOR FREIGHT TOOLS
POMEROY
MAIN CONTACT:
JEFF WARREN
T: (704) 206-7851
C: (704) 996-9771
EMAIL: jeff.warren@pomeroy.com
NOTE: SUBSTITUTE PRODUCTS -OR-
ALTERNATES TO THOSE SPECIFIED ON
PLANS WILL NOT BE ACCEPTED WITHOUT
HFT'S EXPRESS CONSENT. ANY PROPOSED
SUBSTITUTIONS MUST BE SUBMITTED TO
ARCHITECT FOR REVIEW AND APPROVAL.
07/01/20
A3.1 BANNER DETAILS
DEFERRED SUBMITTALS:
- EXTERIOR SIGNAGE (INCLUDING TEMPORARY SIGN BANNER)
- AUTOMATIC SPRINKLER SYSTEM MODIFICATIONS
- FIRE ALARM SYSTEM MODIFICATIONS
- MERCHANDISE RACKING
M1.2 MECHANICAL DETAILS
COOK AND BOARDMAN, LLC
700-C FLAG STONE WAY
NEWPORT NEWS, VA 23608
CONTACT: ELLIOTT WAITES
T: (336) 582-7065
C: (757) 869-6827
EMAIL:
harborfreightteam@cookandboardman.com
FIRE ALARM
MONITORING VENDOR
PROTECTION 1
4221 W JOHN CARPENTER FWY
IRVING, TX 75063
CONTACT: STEPHANIE NYSTROM
T: (214) 277-7125
EMAIL: snystrom@adt.com
LIFE SAFETY SUMMARY
THE BUILDING IS SUPPRESSED WITH A 9” DIAMETER FIRE RISER LINE. LANDLORD TO HAVE SYSTEM INSPECTED AND CERTIFIED.
NOTE:
PER SECTION 907.2.7 OF THE 2019 OSSC, A MANUAL PULL STATION FIRE ALARM IS NOT REQUIRED BASED ON THE USE AND OCCUPANCY OF THE BUILDING. G.C. TO
COORDINATE MONITORING REQUIREMENTS WITH THE LANDLORD, BV, AND LOCAL AUTHORITY HAVING JURISDICTION.
FIRE ALARM NOTES
(IF REQUIRED)
NOTE: FIRE ALARM VENDOR SHALL CLEARLY LABEL THE FIRE ALARM CONTROL PANEL
IN THE FIELD.
APPROVED PANELS:
FIRE-LITE
MODEL #'S MS5, MS10, MS9050, AND MS9200
SILENT KNIGHT
MODEL #'S SK5600, SK6700, SK6808, SK6820, SK5208, AND SK-4.
NOTE: FIRE ALARM MONITORING IS VIA HARD PHONE LINE.
EMS
EMS-1 ENERGY MANAGEMENT SYSTEM 10/10/19
EMS-2 ENERGY MANAGEMENT SYSTEM
EMS VENDOR
SIEMENS
PROJECT MANAGER: KARLA LARA
T: (512) 751-5942
EMAIL: karla.lara@siemens.com
ENGINEERING MANAGER:
JUAN CABRERA
T: (512) 567-7455
EMAIL: juancabrera@siemens.com
FLOORMAX USA
CONTACT: ALX RAHMAN
7701 DERRY STREET
HARRISBURG, PA 17111
T: (717) 571-3548
EMAIL: alx@floormaxusa.com
RACKING VENDOR
SIGN VENDOR (SOUTHERN)
SIGN VENDOR (NORTHERN)
URBAN NEON ELECTRIC SIGN CO.
500 PINE STREET SUITE 3B
HOLMES, PA 19043
CONTACT: STU LEVY
T: (610) 583-6366
EMAIL: slevy@urbanneon.com
NOTE:
ALL SIGNAGE AND PERMITS FOR
SIGNAGE ARE BY OTHERS AND NOT
PART OF THE BUILDING PERMIT
PACKAGE. NO BUILDING SIGNAGE
WORK TO BE PERFORMED AS PART
OF THIS PROJECT PERMIT.
ATLAS SIGN INDUSTRIES
1077 W. BLUE HERON BLVD.
WEST PALM BEACH, FL 33404
CONTACT: JODY KLUTTZ
T: (980) 781-3097
EMAIL: jody.k@atlasbtw.com
10/10/19HFT VENDOR SCOPE OF
WORK SUMMARY
FIXTURES / FURNISHINGS:
·FURNISH AND INSTALL SALES AREA CASH WRAPS
·FURNISH AND INSTALL FRONT OF HOUSE AND BACK OF HOUSE
FIXTURES
·FURNISH AND INSTALL EXTERIOR CART CORRAL (IF APPLICABLE)
·FURNISH AND INSTALL POWER STRIP AND CHARGERS AT BANNER AND
CHARGING STATION
DOORS:
·FURNISH DOORS, FRAMES, AND HARDWARE. SEE SHEET A5.0 FOR
FURTHER INFORMATION.
·FURNISH AND INSTALL HFT BI-PARTING DOOR PACKAGES. SEE SHEET
A5.0 FOR FURTHER INFORMATION.
SIGNAGE:
·FURNISH AND INSTALL EXTERIOR SIGNAGE. POWER AND BLOCKING BY
G.C.
·FURNISH ALL INTERIOR SIGNAGE.
FLOOR FINISHES:
·FURNISH AND INSTALL LVT FLOORS
·FURNISH AND INSTALL WALL BASE
·FURNISH AND INSTALL GRINDING AND POLISHING OF CONCRETE
FLOORS
ELECTRICAL:
·FURNISH AND INSTALL TELEPHONE / DATA WIRING. VERIFY IF WIRING
IS TO BE PLENUM RATED
·FURNISH AND INSTALL SOUND SYSTEM
·FURNISH AND INSTALL CAMERAS
·FURNISH LIGHT FIXTURES AND LAMPS
·FURNISH LIGHTING DIMMING SYSTEM COMPONENTS (IF APPLICABLE,
SEE E1.1A)
·FURNISH AND INSTALL EMS COMPONENTS
RESTROOM ACCESSORIES:
·FURNISH GRAB BARS. BLOCKING BY G.C.
·FURNISH SANITARY NAPKIN DISPOSAL
·FURNISH TOILET PARTITIONS (IF APPLICABLE)
NOTE: G.C. SHALL MANAGE ALL WARRANTY ITEMS AND REMEDIES INCLUDING
MANAGING SUB-CONTRACTORS, VENDORS AND HFT VENDORS FOR A PERIOD
OF (1) YEAR FROM TURNOVER
FIXTURES / FURNISHINGS:
·MILLWORK KIT FOR OFFICES
·FIRE EXTINGUISHERS
·PLASTIC BOLLARD COVERS
·EYE WASH STATION AND CARTRIDGE
·CORNER GUARDS
·POWER POLES
·FORKLIFT BATTERY CHARGER STATION AND WATER TANK
·MOP SINK SHELVES
·UPRIGHT FRAME PROTECTORS
·BOX RAILS
·BOLT DOWN BOLLARDS
ELECTRICAL:
·BURGLAR ALARM PANEL
·WIRED ZONE EXPANDER
·KEY PAD
·SIREN
·CEILING MOUNTED MOTION DETECTOR
·GLASSBREAK DETECTOR
·MOTION DETECTOR
·MICROWAVE DETECTOR
·EXTERIOR DOOR CONTACTS
·OVERHEAD DOOR CONTACT
·EMPLOYEE TIME CLOCK
MECHANICAL:
·DIGITAL DIFFUSERS
·12" X 12" SQUARE PLAQUE DIFFUSERS
PLUMBING FIXTURES:
·DRINKING FOUNTAIN
·MOP SINK, FAUCET AND ACCESSORIES
·BREAK ROOM SINK AND FAUCET
·RESTROOM LAVATORIES AND FAUCET
·WATER HEATER AND PAN
·EXPANSION TANK
RESTROOM ACCESSORIES:
·HAND DRYERS AND WALL GUARDS
·TOILET PAPER HOLDERS
·MIRRORS
·TOILET SEAT COVER DISPENSER
FLOOR FINISHES:
·VESTIBULE CARPET TILE
NOTE: G.C. TO PROVIDE (2) 40'-0" CONEX CONTAINERS
FOR TEMPORARY STORAGE OF HFT SUPPLIED ITEMS.
COORDINATE DELIVERY / PLACEMENT WITH HFT PM.
HFT FURNISHED ITEMS
G.C. TO INSTALL
PREFERRED GLOBAL
CONTACT: MATTHEW NEWCOMER
T: (371) 601-7284
EMAIL: mnewcomer@preferredglobal.net
CONTACT: DEREK BROWN
T: (371) 869-3712
EMAIL: dbrown@preferredglobal.net
EMS SHIELDED CABLE VENDOR
WINDY CITY WIRE
CONTACT: KIMBERLY DEPAOLA
T: (800) 379-1191 X 2811
C: (630) 633-4811
EMAIL: kdepaola@smartwire.com
LENNOX INDUSTRIES
NATIONAL ACCOUNTS
CONTACT: DEREK GAREN
T: (972) 497-6082
EMAIL:
LennoxNationalAccounts@LennoxInd.com
HARBOR FREIGHT TOOLS
26541 AGOURA ROAD
CALABASAS, CA. 91302
CONTACT: JAKE MATTERN
Construction Manager
T: (818) 309-9137
EMAIL: jmattern@harborfreight.com
HARBOR FREIGHT TOOLS
CORNELL STOREFRONT SYSTEMS
140 MAFFET STREET
WILKES-BARRE, PA 18705
CONTACT: AMY TEMARANTZ
T: (800) 882-6773 X 522
EMAIL: atemarantz@cornellstorefronts.com
ROOM LIGHTING CONTROL / DIMMING SYSTEM DETAILSE1.1A
RACKING SPECIFICATION AND DETAILSA1.11
RACKING SPECIFICATION AND DETAILSA1.12
GARY K. MUNKELT AND ASSOCIATES
1180 WELSH ROAD, SUITE 190
NORTH WALES, PA 19454
CONTACT: BRUCE MATTHEWS, P.E.
T: (215) 855-8713
EMAIL: bruce.matthews@gkmassoc.com
EMAIL: denise.bailey@gkmassoc.com
EMAIL: brenda.rojohn@gkmassoc.com
HARBOR FREIGHT TOOLS
26541 AGOURA ROAD
CALABASAS, CA. 91302
CONTACT: DOUG HORROCKS
Senior Construction Manager
T: (805) 407-1961
EMAIL: dhorrocks@harborfreight.com
HARBOR FREIGHT TOOLS
26541 AGOURA ROAD
CALABASAS, CA. 91302
CONTACT: BRADY ROTHGEB
Construction Manager
T: (818) 307-1904
EMAIL: brothgeb@harborfreight.com
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07/01/20
07/01/20
07/01/20
07/01/20
A4.2 MISC. DETAILS 07/01/20
A4.3 RECEIVING ENCLOSURE DETAILS 07/01/20
STRUCTURAL
S1.0
S2.0
GENERAL STRUCTURAL NOTES
PARTIAL FLOOR AND ROOF FRAMING PLAN
S3.0 STRUCTURAL DETAILS
07/01/20
07/01/20
07/01/20
REQUIRED EXIT ACCESS TRAVEL DISTANCE:
EGRESS REQUIREMENTS:
250'
DRINKING FOUNTAINS:
MOP SINK:
1 PER 200 OCC.
1 PER 250 OCC.
1 SERVICE SINK/USE GROUP
LAVATORIES, MEN:
WATER CLOSETS, MEN:
1 PER 100 OCC.
1 PER 200 OCC.
1 PER 100 OCC.1
MIN. NUMBER OF EXITS REQUIRED / PROVIDED 2 EXITS REQUIRED / 3 EXITS PROVIDED
PROVIDED EXIT ACCESS TRAVEL DISTANCE:LESS THAN 250'
REQUIRED EGRESS WIDTH:
PROVIDED EGRESS WIDTH:
PLUMBING FIXTURE REQUIREMENTS:
WATER CLOSETS, WOMEN:
PLUMBING FIXTURE CALCULATION REQUIRED PROVIDED
1
LAVATORIES, WOMEN:
11
11
11
11
11
186 OCC. x 0.20 = 37.2" (44" MIN)
136" = (1) BI-PARTING DOOR @ 68", (2) HOLLOW METAL DOOR @ 34"
S3.1 RECEIVING DOCK DETAILS 07/01/20
S1.1 GENERAL STRUCTURAL NOTES 07/01/20
S1.2 CONCRETE SLAB SPECS WITH FIBER 07/01/20
ELECTRICAL COMPLIANCE FORMSE3.0 07/01/20
L
O
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-
N
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P
A
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I
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TYP.
HARBOR FREIGHT TOOLS
15,953 LEASABLE SF
103
104107
109
ADJACENT TENANT EXIST.
MERCANTILE (N.I.C.)
108
105
106
TYP. OF (2)
(NEW)
NOTE:
G.C. SHALL FIELD VERIFY EXISTING
GRADES AND ENSURE GRADING NOTED
AT DOCK / PAD IS ACHIEVABLE PRIOR TO
CONCRETE POUR. CONTACT ARCHITECT
PRIOR TO STARTING WORK IF NOTED
GRADING CANNOT BE ACHIEVED.
RECEIVING PAD MUST HAVE MINIMUM 1%
SLOPE AWAY FROM THE BUILDING.
ARCHITECTURAL SITE PLAN
SCALE: 1" = 20'N OVERALL SITE PLAN
NOT TO SCALE
KEY NOTES
100.APPROXIMATE LOCATION OF HFT LEASE LINE.
101.MAIN TENANT ENTRANCE DOORS. SEE SHEET A1.1 AND A5.0 FOR ADDITIONAL
INFORMATION.
102.ACCESSIBLE PATH OF TRAVEL.
103.EXISTING CONCRETE SIDEWALK.
104.EXISTING PARKING STRIPING.
105.EXISTING 6"Ø BOLLARD. SEE SHEET A1.1 AND DETAIL 3/A4.1 FOR ADDITIONAL
INFORMATION.
106.8"Ø BOLLARD. SEE SHEET A1.1 AND DETAIL 3/A4.1 FOR ADDITIONAL INFORMATION.
107.EXISTING LIGHTING.
108.NEW 20' x 20' CONCRETE RECEIVING PAD. SEE SHEETS D1.0, A1.1, A4.2 AND
STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
109.EXISTING CONCRETE ACCESSIBLE RAMP.
110.EXISTING ACCESSIBLE PARKING SIGNAGE.
111.EXISTING VAN ACCESSIBLE PARKING SIGNAGE
112.EXISTING ACCESSIBLE PARKING SYMBOL.
113.EXISTING ACCESSIBLE AISLE STRIPING.
114.AREA OF STRIPING TO DESIGNATE NO PARKING. STRIPING SHALL BE 4" WIDE, COLOR:
SAFETY YELLOW. DIAGONAL STRIPING @ 45°, 3'-0" O.C.
115.EXISTING CURB AT REAR OF DRIVE.
116.APPROXIMATE LOCATION OF CART CORRAL.
117.PAINT VERTICAL FACE OF CURB AND 6" HORIZONTAL EDGE OF CURB "SAFETY
YELLOW".
118.PAINT 3'-0" HIGH WHITE LETTERING STATING "LOADING ZONE - NO PARKING," FONT:
ARIAL NARROW.
119.EXISTING LAWN AREA TO REMAIN.
120.EXISTING CONCRETE TRUCK RAMP.
121.PAINT RAMP FLAIR "SAFETY YELLOW".
122.PATCH AND REPAIR LAWN AREA AND WATERING PLAN AS REQUIRED.
123.FROST SLAB BY LANDLORD. HFT G.C. TO CONFIRM.
N
NOTE:
NO COLD PATCH ASPHALT PERMITTED.
TYP. OF (6)
(EXISTING)
GENERAL NOTES
1.NO ADDITIONAL SITE CHANGES ARE REQUIRED, EXCEPT WHERE NOTED OTHERWISE
ON ARCHITECTURAL FLOOR PLANS.
100
116
NOTE:
GC TO ENSURE
TRANSITION AT
ENTRY APPROACH IS
LESS THAN 1/8” AND
PROVIDES POSITIVE
DRAINAGE.
118
HARBOR FREIGHT TOOLS
ADJACENT TENANT EXIST.
MERCANTILE (N.I.C.)
100
101
TYP.
103
106
106
TYP. OF (2)
(NEW)
(NEW)
(EXISTING)
110
(EXIST.)
111
(EXIST.)
(EXIST.)
112
TYP. OF (3)
(EXISTING)
113
(EXISTING)
113
(EXISTING)
115
(EXIST.)
117
166'-6"
114
116
10
7
'
-
4
"
117
117
104
106
(NEW)
TYP.
119
TYP.
119
(EXISTING)
121
121
120
121
122
122
123
123
102
102
121
ARCHITECTURAL
SITE PLAN
AS1.0
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JOB NO.
DATE
SHEET NO.
#
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1 2 3 4 5 6 7 8 9 10
REVISIONS
07/01/20
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DO
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07/01/20
LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
C
D
E
2 3 4
1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD
CONDITIONS SO AS TO BECOME FAMILIARIZED WITH THE DEMOLITION AND / OR REMOVAL WORK
WHICH MAY BE REQUIRED TO PRODUCE RESULTS INTENDED IN THE CONTRACT DOCUMENTS. THE
SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS ANTICIPATES THE DEMOLITION OF
EXISTING CONSTRUCTION IN PART OR ITS ENTIRETY, AND THE REMOVAL, RELOCATION AND
RE-POWERING OF CERTAIN CONSTRUCTION MATERIALS AND EQUIPMENT, INCLUDING ITEMS RELATED
TO OTHER TENANTS WHICH MAY PASS THROUGH OR OCCUPY THIS TENANT'S SPACE. IT IS THE INTENT
THAT EACH PORTION OF THE DEMOLITION AND REMODELING WORK BE DONE BY THE SPECIFIC TRADE
INVOLVED IN THE INITIAL INSTALLATION, ( ie: CARPENTRY WORK BY THE CARPENTRY TRADE,
MECHANICAL AND ELECTRICAL WORK BY THE MECHANICAL AND ELECTRICAL TRADES ETC.).
THEREFORE, EACH CONTRACTOR AND SUBCONTRACTOR SHALL THOROUGHLY EXAMINE THE
PROPOSED WORK AND MAKE ALLOWANCES IN HIS PROPOSAL FOR THE COST OF ALL DEMOLITION
AND/OR REMOVAL WHICH MAY BE REQUIRED TO PRODUCE THE END RESULTS INTENDED BY THE
CONTRACT DOCUMENTS.
2.GENERAL CONTRACTOR TO COMPLETE ALL DEMOLITION AS NOTED IN CONTRACT DOCUMENTS AND
REMOVE ALL DEBRIS AND RUBBISH FROM THE PROJECT AND BUILDING SITE.
3.ALL AREAS WHERE DEMOLITION IS TO OCCUR IS TO BE SECTIONED OFF FROM THE PUBLIC AND ALL
REQUIRED SHORING, BARRICADING, AND SCAFFOLDING TO BE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
4.ALL WORK TO BE IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS.
5.ALL RUBBISH AND DEBRIS TO BE REMOVED FROM THE PROJECT SITE WITHIN A 24 HOUR PERIOD OR
PLACED IN PRE-APPROVED DUMPSTER LOCATIONS FOR REMOVAL OR DUMPSTER CHANGE OUT DAILY;
THIS CONTRACTOR TO RECEIVE APPROVAL OF DUMPSTER LOCATION FROM BUILDING LANDLORD
REPRESENTATIVE.
6.ALL DEBRIS REMOVED FROM THE PROJECT SITE TO BE DUMPED IN ONLY APPROVED DUMPING SITE.
ANY ASBESTOS REMOVAL OR DEBRIS DUMPING TO BE COMPLETED BY THIS CONTRACTOR, PER
PROPER APPROVALS.
7.GENERAL CONTRACTOR TO CONTACT BUILDING LANDLORD REPRESENTATIVE AND ALL UTILITY
COMPANY REPRESENTATIVES HAVING JURISDICTION OVER THIS PROJECT TO ASCERTAIN BUILDING
AND UTILITY COMPANY LINES ABOVE, WITHIN, OR BELOW PREMISES TO AVOID ANY POSSIBILITIES OF
CUTTING SUCH LINES, CAUSING EXPLOSIONS, ETC.
8.GENERAL CONTRACTOR IS RESPONSIBLE FOR THE CORE DRILL OF CONCRETE SLAB AT ALL AREAS
WHERE UNDER SLAB MECHANICAL, PLUMBING AND ELECTRICAL WORK OCCURS. REVIEW AND
COORDINATE EXACT LOCATIONS AND SIZES WITH THE MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS. NOTE: DO NOT CUT SLAB WITHOUT WRITTEN APPROVAL FROM LANDLORD.
9.ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION "RULES AND REGULATIONS".
10.DEMOLITION OR DEMOLITION REMOVAL TO BE COMPLETED IN A MANNER THAT DOES NOT DISTURB
ADJACENT TENANTS OR DISRUPT THE OPERATION OF ADJACENT TENANTS.
11.PROTECTION OF ADJACENT TENANTS OR SPACES IS REQUIRED PRIOR TO DEMOLITION.
12.ALL CUTTING OF SERVICES OR UTILITIES AFFECTING THE BUILDING COMPLEX OR ADJACENT TENANTS
INCLUDING SPRINKLER OPERATION TO BE COMPLETED ON "OFF HOURS". COORDINATE ALL SHUT
DOWNS WITH LANDLORD. A 48 HOUR NOTICE REQUIRED.
13.REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION.
14.REFER TO MECHANICAL / PLUMBING DRAWINGS FOR MECHANICAL / PLUMBING DEMOLITION.
15.DEMOLITION WORK TO BE PHASED TO ALLOW PROPER EGRESS FOR ANY PERSON IN CASE OF FIRE OR
HAZARD AND NO DEMOLITION WORK CAN OCCUR IF THE WORK JEOPARDIZES A MEANS OF EGRESS
FOR THE PUBLIC OR PROJECT EMPLOYEES.
16.ALL FLOORING MATERIALS TO BE REMOVED, UNLESS NOTED OTHERWISE.
17.ALL LABOR TO BE COMPATIBLE WITH OTHER LABOR COMPLETING WORK IN THE BUILDING
18.ANY LANDLORD COMPONENT THAT IS EXISTING IN THE SPACE MUST REMAIN VISIBLE AND ACCESSIBLE
TO THE LANDLORD. (DUCTWORK, CLEANOUTS, ETC.) LABEL CLEARLY IN TENANT SPACE; PROVIDE
ACCESS PANELS.
19.HFT CONSTRUCTION MAY ATTACH TO BUILDING STRUCTURE ONLY - (NO ATTACHMENT TO ROOF DECK,
LATERAL BRIDGING, CONDUITS, DUCTWORK, ETC., IS ALLOWED) FOR STABILITY.
20.ALL FLOOR PENETRATIONS MUST BE CORE-BORED OR SAW-CUT. CONTRACTOR MUST X-RAY OR
OTHERWISE SATISFACTORILY VERIFY THERE ARE NO EXISTING HIDDEN CONDITIONS PRIOR TO
COMMENCING CORING/DRILLING OR SAW CUTTING.
21.ALL EXISTING CONSTRUCTION NOT SCHEDULED FOR RE-USE OR NOTED TO BE ABANDONED IN PLACE
MUST BE COMPLETELY DEMOLISHED AND PROPERLY DISPOSED OF OFF SITE. ALL UTILITIES MUST BE
REMOVED TO THEIR POINT OF ORIGIN.
EXISTING WALLS TO BE REMOVED
EXISTING WALLS
SYMBOL DESCRIPTION
EXISTING CONSTRUCTION TO BE REMOVED
GENERAL DEMOLITION NOTESDEMO LEGEND 200 SERIES DEMOLITION KEY NOTES
200.LOCATION OF LEASE LINE (LOCATED @ CENTERLINE OF DEMISING WALL).
201.EXISTING CONCRETE RAMP TO REMAIN.
202.EXISTING AUTOMATIC BI-PARTING STOREFRONT DOORS TO REMAIN.
203.EXISITNG CONCRETE PAD TO REMAIN.
204.ALL DIMENSIONS TO BE FIELD VERIFIED AFTER DEMOLITION HAS BEEN COMPLETED. NOTIFY HFT
PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES. HFT G.C. IS REQUIRED TO VISIT
PROJECT SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BID.
205.EXISITNG H.M. DOOR TO REMAIN.
206.EXISTING O.H. DOOR TO REMAIN.
207.EXISTING STRUCTURAL COLUMN . PREP. COLUMN FOR PAINT.
208.SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE SLAB FOR PLUMBING TRENCH (APPROX.
175 S.F.) TRENCH LAYOUT FOR REFERENCE ONLY. G.C. SHALL VERIFY DEPTH OF SANITARY TIE-IN
POINT AND CONFIRM ADEQUATE FALL FOR THE SEWER LINE PRIOR TO TRENCHING CONCRETE.
NOTIFY ARCHITECT IF ADEQUATE FALL IS NOT ACHIEVABLE. IN-FILL TRENCH WITH CONCRETE TO
MATCH AND ALIGN WITH ADJACENT FLOOR SLAB (INCLUDING COLOR MATCH). TROWEL
CONCRETE SMOOTH. SEE DETAILS 4&5/A4.1 FOR ADDITIONAL INFORMATION. REFER TO SHEET
A0.3 FOR CONCRETE SPECIFICATIONS.
209.EXISTING DEMISING WALL . G.C. TO TAKE ALL NECESSARY PRECAUTIONS TO PROTECT WALL
DURING CONSTRUCTION. PATCH AND REPAIR AS REQUIRED TO MAINTAIN INTEGRITY OF EXISTING
FIRE RATING (TYPICAL.)
210.G.C. TO PATCH AND REPAIR EXISTING MASONRY WALLS ABOV E EXISTING GYP. BD. FURRING.
CONTACT BV PM OR HFT PM AFTER DEMOLITION FOR FINISH REQUIREMENTS OF NEWLY EXPOSED
MASONRY WALLS.
211.REMOVE PORTION OF EXISTING LAWN AS REQUIRED TO ACCOMMODATE FOR NEW 20' x 20'
CONCRETE PAD. G.C. TO LOCATE AND PROTECT ALL UNDERGROUND UTILITIES PRIOR TO START
OF DEMOLITION WORK. SEE SHEET A1.1 FOR ADDITIONAL INFORMATION.
212.ALL REMAINING OUTLETS, DRAINS, HOLES, ETC. IN THE FLOOR SHALL BE COMPLETELY CUT OUT
AND CONCRETE REPLACED. CONCRETE SLAB INFILL AREAS OVER 12"X12" TO BE DOWELED INTO
EXISTING ADJACENT SLAB. REFER TO SHEETS A0.3 & A4.1 FOR ADDITIONAL INFORMATION.
NOTE: GENERAL CONTRACTOR IS RESPONSIBLE
FOR ALL REQUIRED SHORING. SHORING DESIGN,
IMPLEMENTATION, MEANS AND METHODS SHALL BE
INCLUDED IN THE ORIGINAL BID AND COORDINATED
BY G.C. NO ALLOWANCES OR EXCLUSIONS WILL BE
ACCEPTED BY OWNER FOR SHORING COSTS.
DEMOLITION PLAN
SCALE 3/32" = 1'-0"
204
207
TYP.
209
208
N
200
200
ADJACENT TENANT SPACE
(N.I.C.)
ADJACENT TENANT SPACE
(N.I.C.)
207
TYP.
207
TYP.
209
210
210210
±47'-4"
±1
3
2
'
-
0
"
±23'-0"
210210
210
201 201 202
203
205
205
210
210210
±22'-0"
211
±2
2
'
-
0
"
206
212
DEMOLITION PLAN
D1.0
HA
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JOB NO.
DATE
SHEET NO.
#
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1 2 3 4 5 6 7 8 9 10
REVISIONS
07/01/20
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07/01/20
LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
1.ALL WORK AND MATERIALS DESCRIBED HEREIN ARE THE RESPONSIBILITY OF EITHER THE LANDLORD OR THE TENANT'S GENERAL CONTRACTOR. THE
TERMS "GENERAL CONTRACTOR", "CONTRACTOR", OR "SUBCONTRACTOR" REFER TO THOSE ENGAGED (SEE WORK RESPONSIBILITY CHART) TO PERFORM THE
WORK.
2.ALL RULES AND REGULATIONS, SCOPE OF WORK AND PROCEDURES INDICATED WILL BE PERFORMED BY THE SPECIFIC GENERAL CONTRACTOR, THEIR
AGENTS, SUBCONTRACTORS, AND SUPPLIERS TO PROVIDE A TOTAL AND COMPLETE PROJECT FOR THE TENANT. WORK SHOWN IN THESE NOTES IS TO BE
PERFORMED BY THE SPECIFIC GENERAL CONTRACTOR OR SUBCONTRACTORS, AGENTS AND / OR SUPPLIERS ONLY, WHETHER OR NOT THE WORK IS
DELINEATED PROPERLY.
3.BOTH THE LANDLORD AND THE TENANT'S GENERAL CONTRACTOR ARE REQUIRED TO HAVE ALL SUBCONTRACTORS REVIEW THESE NOTES PRIOR TO
BIDDING AND TO FAMILIARIZE ALL PERSONS AND SUBCONTRACTORS WORKING ON THIS PROJECT WITH THESE GENERAL NOTES AND THE CONTRACT
DOCUMENTS NOTED, LANDLORD'S DESIGN CRITERIA (IF APPLICABLE) AND THE EXECUTED LEASE AGREEMENT BETWEEN LANDLORD AND TENANT. ANY
DISCREPANCY BETWEEN THESE CONTRACT DOCUMENTS AND THE LEASE OR DESIGN CRITERIA INFORMATION IS TO BE REPORTED TO TENANT'S ARCHITECT
PRIOR TO THE START OF ANY WORK. BOTH GENERAL CONTRACTORS SHALL BE RESPONSIBLE FOR FULLY ACQUAINTING THEMSELVES WITH THE CONTENT AND
SCOPE OF THESE DOCUMENTS. WORK DECLARED UNACCEPTABLE BY THE TENANT AND LANDLORD SHALL BE CORRECTED IN A MANNER AND TO A DEGREE OF
QUALITY AS ACCEPTABLE BY THE TENANT AND LANDLORD.
4.BOTH GENERAL CONTRACTORS, AS APPLICABLE, AND ALL SUBCONTRACTORS ARE REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND FIELD
CONDITIONS AT BUILDING SITE AND PREMISES AND NOTIFY THE LANDLORD, THE LANDLORD'S REPRESENTATIVE AND TENANT'S PROJECT ARCHITECT OR
TENANT'S CONSTRUCTION REPRESENTATIVE OF ANY AND ALL DISCREPANCIES AND LIST ANY WORK NOT YET COMPLETED BEFORE STARTING WORK. IF A
GENERAL CONTRACTOR IS REQUIRED TO INSTALL A BARRICADE DURING THE CONSTRUCTION PHASE OF THIS PROJECT, SUCH BARRICADE TO MEET THE
LATEST BARRICADE DESIGN REQUIREMENTS OF THE TENANT, INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY SIGNAGE ADDITIONALLY, THIS
BARRICADE MUST BE MOVED OUT AS REQUIRED FOR WORK AND / OR REMOVED AT THE END OF THE CONSTRUCTION TIME PERIOD. CHECK WITH THE
LANDLORD TO VERIFY IF A BARRICADE HAS PREVIOUSLY BEEN INSTALLED ON THESE PREMISES IN ANTICIPATION OF CONSTRUCTION BY THE TENANT; IF THIS IS
THE CASE, DO NOT INCLUDE ANY COST FOR THE ACTUAL BARRICADE BUT DO INCLUDE COSTS FOR MOVING SUCH BARRICADES IN AND OUT.
5.ALL CONTRACTORS SHALL CHECK AND VERIFY ALL FIELD CONDITIONS AND SHALL HAVE SOLE RESPONSIBILITY FOR VERIFICATION OF CLEAR HEIGHTS
WITHIN THE PREMISES; ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. A GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR
ALL "HOLD" DIMENSIONS AND IS TO CONTACT THE ARCHITECT, THE TENANT AND THE TENANT'S CONSTRUCTION REPRESENTATIVE OF ANY DISCREPANCIES
VERBALLY AND ALSO IN WRITING, FIRST, PRIOR TO BUILDING WALLS, IF THERE IS A QUESTION. TENANT'S FIXTURES FIT INTO PLACE WITH NO ROOM FOR ERROR.
CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING HEIGHTS.
6.WHEN BIDDING THIS PROJECT, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND VERIFYING EXISTING
CONDITIONS AS REFLECTED IN THESE CONTRACT DOCUMENTS. ANY EXTRA WORK REQUIRED BUT NOT INCLUDED IN THE DOCUMENTS SHALL BE REPORTED TO
THE TENANT OR TENANT'S ARCHITECT IMMEDIATELY.
7.ALL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL CODES, SUB-CODES, BUILDING DEPARTMENT REQUIREMENTS AND HEALTH
DEPARTMENT REQUIREMENTS. GENERAL CONTRACTOR TO CONTACT LOCAL BUILDING OFFICIALS FOR SPECIFIC REQUIREMENTS FOR THIS USE.
8.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, INCLUDING ANY AND ALL OSHA REQUIREMENTS, UNLESS
CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS.
9.THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, AND THE SUBCONTRACTORS FOR THE GENERAL CONTRACTOR
SHALL PAY FOR AND OBTAIN ALL PERMITS REQUIRED FOR THE WORK NOTED ON THESE PLANS. THIS INCLUDES COSTS FOR ALL INSPECTIONS BY AUTHORITIES
HAVING JURISDICTION, BUILDING DEPARTMENT AND HEALTH DEPARTMENT PERMIT COSTS, AND PERMIT COSTS FOR FIXTURING SUPPLIED BY TENANT (IF
APPLICABLE).
10.ALL CLEARANCES OF PIPES AND DUCTWORK INSTALLED BY THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, OR
SUBCONTRACTORS MUST BE MAINTAINED FOR ADEQUATE HEIGHTS REQUIRED FOR CEILING SYSTEM AND LIGHT FIXTURES. CONTRACTOR MUST REVIEW
ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING HEIGHTS. GENERAL CONTRACTOR (OR DESIGNATED AUTHORIZED CONTRACTOR AT GENERAL
CONTRACTOR'S EXPENSE) TO REMOVE OR REPLACE AS REQUIRED ANY AND ALL EXISTING P.V.C. PIPING WITH LOCAL CODE ALLOWABLE MATERIALS
THROUGHOUT LEASED PREMISES.
11.ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION "RULES AND REGULATIONS", IF APPLICABLE. THE GENERAL CONTRACTOR,
WHETHER WORKING FOR THE LANDLORD OR THE TENANT, IS RESPONSIBLE DURING THE BIDDING PROCEDURES, FOR CONTACTING THE LANDLORD'S
REPRESENTATIVE FOR A COPY OF THESE "RULES AND REGULATIONS" AND TO INCLUDE ANY COSTS IN THE WORK QUOTED TO THE LANDLORD.
12.GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, AGREES THAT IN THE PERFORMANCE OF TENANT'S WORK AT THE
PREMISES, ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL NOT CREATE ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE OR
VIOLATE LANDLORD'S LABOR CONTRACTS AFFECTING THE BUILDING OR INTERFERE WITH THE BUSINESS OF LANDLORD. IN THE EVENT OF THE OCCURRENCE
OF ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE RESULTING FROM ACTIONS OR OMISSIONS OF GENERAL CONTRACTOR OR
SUBCONTRACTORS OR ANY SUBTENANT OR CONCESSIONAIRE, OR THEIR RESPECTIVE EMPLOYEES, CONTRACTORS OR SUBCONTRACTORS, GENERAL
CONTRACTOR SHALL, IMMEDIATELY UPON NOTICE FROM TENANT, CEASE THE CONDUCT GIVING RISE TO SUCH CONDITION. THIS CLAUSE MUST BE PART OF ALL
GENERAL CONTRACTOR / SUBCONTRACTOR AGREEMENTS AND IF SUCH CLAUSE IS NOT INCLUDED, IT WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE
REQUIREMENTS OR WORK STATED HEREIN.
13.ALL CONTRACTORS, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, SHALL BE BONDED, LICENSED CONTRACTORS POSSESSING GOOD
LABOR RELATIONS AND MUST BE CAPABLE OF QUALITY WORKMANSHIP, IN HARMONY WITH OTHER CONTRACTORS WORKING ON THE PROJECT. THE TENANT IS
TO BE NOTIFIED IN WRITING OF THE NAMES, ADDRESSES, DAYTIME PHONE, FAX, AND EMERGENCY PHONE NUMBERS OF ALL SUBCONTRACTORS AND
SUPPLIERS WORKING ON THIS PROJECT. GENERAL CONTRACTOR MUST ATTEST THAT NO PRODUCTS CONTAINING ASBESTOS OR HAZARDOUS MATERIAL WERE
KNOWINGLY USED ON THIS PROJECT.
14.PRIOR TO COMMENCEMENT OF ANY WORK, THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, SHALL CONTACT
AND MEET WITH LANDLORD'S TENANT COORDINATOR AND TENANT'S PROJECT MANAGEMENT REPRESENTATIVE FOR A PRE CONSTRUCTION MEETING, AT
WHICH TIME, HE /SHE WILL PRESENT TO ALL PARTIES A LIST OF NAMES, ADDRESSES, BUSINESS PHONE, FAX AND EMERGENCY TELEPHONE NUMBERS OF THE
SUBCONTRACTORS FOR THIS PROJECT. THE GENERAL CONTRACTOR WILL COMPLETE THE CHECKLIST FORM (CONTRACTOR INFORMATION FORM) REQUIRED
FOR EACH TENANT'S SPACE THAT CONTRACTOR WILL BE WORKING ON AS REQUIRED UNDER LEASE OBLIGATION. THE CHECKLIST FORM INCLUDING SCHEDULE
INFORMATION AS WELL AS GENERAL CONTRACTOR AND SUBCONTRACTORS INFORMATION IS TO BE SUBMITTED TO THE LANDLORD'S REPRESENTATIVE UPON
ARRIVAL AT THE JOB SITE.
15.THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, SHALL HAVE AT ALL TIMES, AT THE PREMISES, LANDLORD
APPROVED CONTRACT DOCUMENTS, BUILDING DEPARTMENT AND HEALTH DEPARTMENT (IF APPLICABLE) APPROVED PERMIT DRAWINGS.
16.THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, IS TO ARRANGE WITH THE LANDLORD FOR THE BUILDING,
WHERE BUILDING EQUIPMENT AND MATERIALS ARE TO BE LOCATED AND HOW TRUCK TRAFFIC IS TO BE ROUTED TO AND FROM THE BUILDING.
17.AN APPROVAL BY THE TENANT WILL ONLY BE VALID IF IN WRITING AND SIGNED BY THE TENANT OR BY THE TENANT'S DESIGNATED REPRESENTATIVE
FOR SUCH PURPOSE. THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, WILL BE RESPONSIBLE FOR OBTAINING
APPROVAL FROM TENANT'S ARCHITECT ON ALL STRUCTURAL CHANGES DURING THE COURSE OF THE CONSTRUCTION PHASE OF PROJECT, AS WELL AS
VERIFICATION OF CORRECT INSTALLATION AND SPECIFICATION FOR MISCELLANEOUS STEEL FOR MECHANICAL SYSTEMS, STEEL FOR MEZZANINES (IF
APPLICABLE), DUCTS, ETC. THE LANDLORD'S ARCHITECT AND THE LANDLORD ARE NOT INVOLVED NOR WILL THEY TAKE ANY RESPONSIBILITY FOR TENANT'S
STRUCTURE. ANY STRUCTURAL WORK ON PROJECT TO INCLUDE BUT NOT BE LIMITED TO MECHANICAL EQUIPMENT SUPPORTS, HANGING SYSTEMS, CONCRETE
SLABS, COSTS, ETC.
18.ALL FINISH AND EXPOSED WOOD SHALL BE KILN DRIED, MILL QUALITY FINISH AND SHALL RECEIVE A FIRE RETARDANT COATING OR TREATMENT IF
REQUIRED BY CODE OR THE LOCAL FIRE MARSHALL. NO WOOD OR COMBUSTIBLE MATERIAL SHALL BE USED ABOVE THE SUSPENDED CEILING UNLESS
NONCOMBUSTIBLE LUMBER IS USED AND IS SPECIFICALLY ALLOWED BY APPLICABLE BUILDING CODES, THE FIRE MARSHALL AND ALL AGENCIES HAVING
JURISDICTION. IF FIRE TREATED WOOD IS REQUIRED FOR FIXTURING ITEMS, THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE
TENANT, IS RESPONSIBLE FOR EXECUTING THIS WORK AS PER BUILDING OFFICIALS' REQUIREMENTS.
19.THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, SHALL FURNISH AND INSTALL, AS REQUIRED, BEGINNING WITH
THE CONSTRUCTION PHASE, HAND OPERATED FIRE EXTINGUISHERS, U.L. RATED, AS PER LOCAL CODE REQUIREMENTS: PLACEMENT AS APPROVED BY TENANT
AND LOCAL BUILDING OFFICIAL.
20.ALL CEILINGS SHALL BE UNDERWRITERS APPROVED AND OF THE NON COMBUSTIBLE TYPE. SEE CEILING SPECIFICATION WITHIN THE CONTRACT
DOCUMENTS.
21.THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, SHALL BE RESPONSIBLE FOR DAILY REMOVAL, OR AS
REQUIRED BY LANDLORD, OF TRASH, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION. THE CONTRACTORS AND SUBCONTRACTORS
PARTICIPATING IN THE PERFORMANCE OF TENANT'S WORK SHALL REMOVE AND DISPOSE OF, AT LEAST ONCE A WEEK AND MORE FREQUENTLY AS TENANT
MAY DIRECT, ALL DEBRIS AND RUBBISH CAUSED BY OR RESULTING FROM THE PERFORMANCE OF TENANT'S WORK AND, UPON COMPLETION THEREOF, REMOVE
ALL TEMPORARY STRUCTURES, SURPLUS MATERIALS, DEBRIS AND RUBBISH OF WHATEVER KIND REMAINING IN THE BUILDING WHICH HAD BEEN BROUGHT IN
OR CREATED BY THE CONTRACTOR AND SUBCONTRACTORS IN THE PERFORMANCE OF TENANT'S WORK. THIS CONTRACTOR MUST MAINTAIN A CLEAR PATH OF
EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH AT ALL TIMES. ALL REMOVAL OF CONSTRUCTION DEBRIS TO AN APPROVED DUMPING SITE TO
BE INCLUDED IN THE GENERAL CONTRACTOR'S WORK.
22.ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION AND OCCUPANCY.
23.THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, SHALL FURNISH AND PAY FOR ALL TEMPORARY UTILITY
SERVICES DURING THE COURSE OF CONSTRUCTION.
24.EACH CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, AND SUBCONTRACTOR PARTICIPATING IN THE PERFORMANCE OF
TENANT'S WORK SHALL (A) MAKE APPROPRIATE ARRANGEMENTS WITH LANDLORD FOR TEMPORARY UTILITY CONNECTIONS INCLUDING WATER AND
ELECTRICITY, AS AVAILABLE WITHIN THE BUILDING, WHICH CONNECTIONS SHALL BE AT SUCH LOCATIONS AS SHALL BE DETERMINED BY LANDLORD, (B) PAY THE
COST OF THE CONNECTIONS AND OF PROPER MAINTENANCE AND REMOVAL OF SAME, AND (C) PAY ALL UTILITY CHARGES INCURRED AT THE PREVAILING
RATES OF THE UTILITY COMPANY PROVIDING SUCH SERVICE TO THE BUILDING, DURING THE COURSE OF CONSTRUCTION UP TO AND INCLUDING THE DATE OF
"TURN OVER" TO THE TENANT.
25.IT IS THE GENERAL CONTRACTOR'S REQUIREMENT, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, THROUGH ITS SUBCONTRACTORS, TO
RECONFIGURE AND BRING IN NEW UTILITY SERVICES AS REQUIRED, TO MEET THE NEEDS OF THESE SPECIFIC CONTRACT DOCUMENTS.
26.THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, AND ALL SUBCONTRACTORS WORKING ON THIS PROJECT ARE
RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITY COMPANIES SUPPLYING UTILITIES TO THE AREA WHERE THE PROJECT IS LOCATED, IN ORDER TO VERIFY
LOCATIONS OF UTILITIES, UNDERGROUND OR OVERHEAD, AND SECURE THE PROPER PROCEDURES WHILE WORKING ADJACENT TO, ABOVE OR NEAR SUCH
UTILITIES TO AVOID ANY PROBLEMS WITH EXPLOSIONS, DISCONNECTION, REMOVALS, ETC.
27.THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, SHALL APPLY FOR ALL UTILITY METERS AND NOTIFY THE
UTILITY COMPANY OF THE NAME, ADDRESS AND PHONE NUMBERS OF THE TENANT FOR PERMANENT SERVICES. TENANT'S G.C. UNLESS OTHERWISE NOTED
SHALL BRING IN ALL ADDITIONAL SERVICES, ADEQUATE FOR TENANT'S NEEDS AS REQUIRED ,INCLUDING, BUT NOT LIMITED TO ELECTRIC, SPRINKLER, SOIL
(WASTE), AND DOMESTIC WATER LINES (WHEN APPLICABLE).
28.THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, AND / OR IT'S ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL
EQUIPMENT SPECIFICATIONS AND REQUIREMENTS WITH THE TENANT OR THE TENANT'S CONSTRUCTION REPRESENTATIVE PRIOR TO START OF
CONSTRUCTION. THIS CONTRACTOR TO VERIFY AMPERAGE / VOLTAGE SPECIFICATIONS, WIRING SIZES AND REQUIREMENTS (SERVICE AND PANEL
SPECIFICATION) WITH THE EQUIPMENT SUPPLIERS.
29.ALL PLUMBING AND ELECTRICAL ROUGH-IN TO BE NEW AND ELECTRICAL SERVICE CONDUIT AND WIRE TO THE DEMISED PREMISES TO BE EXTENDED TO
THE POINT OF NEW PANELS BY THE CONTRACTOR AS NECESSARY IS SHOWN ON CONTRACT DOCUMENTS. GENERAL CONTRACTOR, WHETHER WORKING FOR
THE LANDLORD OR THE TENANT, TO FIELD VERIFY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO TENANT'S SPACE AS NOTED AND AT THE SIZE
SPECIFIED, BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S PRE-BID REVIEW OF PREMISES. IF THE UTILITIES ARE NOT IN LOCATIONS AS NOTED ON
THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED, THIS CONTRACTOR IS TO MODIFY THE SERVICE ACCORDINGLY WITH EITHER
NEW CONDUIT AND / OR NEW COPPER SERVICE WIRE EXTENDING BACK TO LANDLORD'S ELECTRICAL / METER ROOM SERVICE POINT, AND INCLUDE SUCH
COSTS IN THE BID TO THE TENANT.
30.THE ELECTRICAL SUBCONTRACTOR IS TO PROVIDE A CIRCUIT DIRECTORY WITH PROPER PHASING AND BALANCING, WHICH IS TO CONFORM TO THE
LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND UNDERWRITER'S CODE. THE SIGN(S) JUNCTION BOX PERMIT IS TO BE INCLUDED IN THE WORK FOR
THE ELECTRICAL SUBCONTRACTOR AND THE BOX IS TO BE SUPPLIED BY THIS CONTRACTOR AND PROPERLY LABELED.
31.THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, IS TO PROVIDE SHOP DRAWINGS OF ALL MILLWORK AND
FIXTURES, PRIOR TO START OF CONSTRUCTION, FOR APPROVAL BY THE TENANT'S ARCHITECT.
32.THE PROPER RECEIPT OF ALL NEW MATERIALS AND EQUIPMENT AT THE JOB SITE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, WHETHER
WORKING FOR THE LANDLORD OR THE TENANT, AND / OR ITS SUBCONTRACTORS (IF ANY). SECURE AND SAFE STORAGE OF ALL NEW AND EXISTING MATERIALS
AND EQUIPMENT TO REMAIN (IF ANY) WILL BE PROVIDED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR TO IMMEDIATELY ADVISE TENANT OR
TENANT'S REPRESENTATIVE OF ALL DAMAGED OR DEFICIENT SHIPMENTS OF MATERIALS AND EQUIPMENT, WHETHER SUPPLIED BY TENANT OR DIRECTLY BY
CONTRACTOR OR IT'S SUPPLIERS. GENERAL CONTRACTOR TO COMPLETE AND SUBMIT ALL NECESSARY PAPERWORK AND ARRANGE INSPECTIONS OF
DAMAGED GOODS AS PER TENANT CONSTRUCTION DEPT. REQUIREMENTS. NOTIFY TENANT, OR TENANT'S REPRESENTATIVE OF ANY POSSIBLE DELAYS.
INCOMPLETE ORDERS AND DELAYS ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SUPPLIER AND THE ARCHITECT. SUBMIT CONFIRMATION OF
ALL ORDERS, DELIVERY DATES, AND A FULL WRITTEN SCHEDULE TO TENANT'S ARCHITECT.
ALL EXISTING TO REMAIN AND NEW BUILDING ENTRY GLASS AND DOORS, STOREFRONT AND INTERIOR GLAZING, IF APPLICABLE, MUST COMPLY WITH ALL
ALL ORDERS, DELIVERY DATES, AND A FULL WRITTEN SCHEDULE TO TENANT'S ARCHITECT.
33.ALL EXISTING TO REMAIN AND NEW BUILDING ENTRY GLASS AND DOORS, STOREFRONT AND INTERIOR GLAZING, IF APPLICABLE, MUST COMPLY WITH ALL
APPLICABLE CODES, LANDLORD'S CRITERIA, LANDLORD'S AND TENANT'S CONTRACT DOCUMENTS AND SAFETY GLAZING STANDARDS. GENERAL CONTRACTOR,
WHETHER WORKING FOR THE LANDLORD OR THE TENANT, TO VERIFY IN FIELD ALL EXISTING GLAZING TO REMAIN MEETS OR EXCEEDS SUCH CODES,
STANDARDS, ETC.. INCLUDING BUT NOT LIMITED TO TYPE, SUPPORT, FRAMING METHODS, ETC.. AND UPGRADE IF OR AS REQUIRED. ALL STOREFRONTS TO BE
INSTALLED BY GLAZING SUBCONTRACTORS CAREFULLY FOLLOWING REQUIREMENTS AND DETAILS FOR DESIGN AGAINST WIND LOAD CONSIDERATIONS, EVEN
THOUGH SUCH INSTALLATION OF STOREFRONT GLAZING MAY BE IN AN ENCLOSED BUILDING. GENERAL CONTRACTOR TO VERIFY EXISTING STRUCTURAL
SUPPORT/ HANGING CONDITIONS FOR STOREFRONT AND IF STRUCTURAL SPANS ABOVE FOR SUCH HANGING EXCEED NORMAL HANGING SUPPORT DETAILS OR
SPAN AND / OR WIND LOAD CALCULATIONS ARE REQUIRED DUE TO LOCAL BUILDING DEPARTMENT REQUIREMENTS, THIS CONTRACTOR IS TO HIRE A LOCAL
STRUCTURAL CONSULTANT TO DESIGN SUCH SUPPORT SYSTEM HANGERS AND COMPLETE ALL STRUCTURAL CALCULATIONS / DRAWINGS IN THOSE AREAS
WHERE SUCH INFORMATION IS REQUIRED AND TO INCLUDE SUCH COSTS IN THE BID TO THE TENANT.
34.ANY SUBSTITUTIONS OF FINISH MATERIALS MUST BE APPROVED BY THE TENANT'S ARCHITECT IN WRITING. THE GENERAL CONTRACTOR, WHETHER
WORKING FOR THE LANDLORD OR THE TENANT, IS RESPONSIBLE FOR SUBMITTING TWO (2) SAMPLES OF EACH SUBSTITUTION.
35.ALL THE FLOOR FINISHES, WITHIN THE PREMISES, OR AT THE TRANSITION BETWEEN LANDLORD FLOOR FINISHES AND TENANT'S FLOOR FINISHES (AT
ENTRY OR REAR DOOR, IF APPLICABLE) ARE TO BE SMOOTH AND LEVEL TO AVOID TRIPPING HAZARDS AND BE WITHIN THE REQUIREMENTS OF BARRIER FREE
DESIGN. IF AN EXPANSION JOINT COVER IS REQUIRED, SUCH COVER IS TO BE LEVEL AND SMOOTH WITH TENANT'S FLOOR FINISH ELEVATION AND WILL NOT
PROJECT ABOVE SUCH FLOOR FINISH ELEVATION. IF THE EXISTING SLABS ARE NOT LEVEL, THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE
LANDLORD OR THE TENANT, IS REQUIRED TO COMPLETE FLASH PATCHING THROUGHOUT TO OBTAIN A SMOOTH AND LEVEL CONCRETE SLAB.
36.SHOULD AN EXPANSION JOINT OCCUR IN THE LEASED PREMISES, GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, IS
RESPONSIBLE FOR ALL CONSTRUCTION AFFECTED BY SUCH JOINT, INCLUDING FURNISHING AND INSTALLING A LEVEL, SLAB HEIGHT EXPANSION JOINT COVER,
INCLUDING FLOOR, WALLS AND CEILING. GENERAL CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL SUCH EXPANSION JOINTS IN A MANNER CONSISTENT WITH
ACCEPTABLE CONSTRUCTION DESIGN PRACTICES.
37.ANY SCAFFOLDING, SAFETY RAILINGS, BARRICADES AND / OR PROTECTION DEVICES REQUIRED FOR THE PROJECT WILL BE FURNISHED AND PAID FOR
BY THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, AS PART OF THE BASE BID. PROTECTION OF WORK IN PLACE -
WORK IN PLACE THAT IS SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR
SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON
COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER, WHOLE, AND UNBLEMISHED CONDITION. ALL SUCH WORK SHALL BE
COORDINATED WITH THE TENANT'S REPRESENTATIVE. THE TENANT'S ARCHITECT IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR EXISTING CONDITIONS AT
THE JOB SITE AND SINCE ALL WORK IS BY GENERAL CONTRACTOR FOR THE TENANT "FIT-OUT", THEIR REPRESENTATIVES WILL BE REQUIRED TO DO ALL
SUPERVISION, OBSERVATIONS AND JOB SITE SAFETY.
38.THE STRUCTURAL SYSTEM OF THE BUILDING HAS BEEN DESIGNED TO CARRY A MAXIMUM LIVE LOAD AS SPECIFIED IN THE LANDLORD'S CRITERIA, AND
THE LANDLORD'S OR TENANT'S GENERAL CONTRACTOR AND / OR THEIR SUBCONTRACTOR AND / OR ANY AND ALL MATERIAL SUPPLY HANDLERS SHALL NOT
IMPOSE ANY LOADING FOR ANY OF THE TENANT'S WORK ON A TEMPORARY OR PERMANENT BASIS WHICH CAN EXCEED SUCH SPECIFIED LOAD.
39.ANY ALTERATIONS, ADDITIONS, DRILLING, WELDING OR OTHER ATTACHMENT OR REINFORCEMENTS TO LANDLORD'S STRUCTURE TO ACCOMMODATE
TENANT'S WORK SHALL NOT BE PERFORMED WITHOUT, IN EACH INSTANCE, GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT,
OBTAINING LANDLORD'S PRIOR WRITTEN APPROVAL, AND THIS CONTRACTOR SHALL LEAVE LANDLORD'S STRUCTURE AS STRONG AS, OR STRONGER THAN, THE
ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED. ONLY UTILIZE LANDLORD'S DESIGNATED ROOFING CONTRACTOR FOR ALL ROOF PENETRATIONS, FLASHING
AND COUNTER FLASHING.
40.SPRINKLER SYSTEM DESIGN AND / OR LAYOUT MODIFICATION, (IF APPLICABLE) TO BE PROVIDED BY THE DESIGNATED SPRINKLER SUBCONTRACTOR AND
ALL SUBMISSIONS TO THE FIRE MARSHAL AND BUILDING INSPECTOR FOR THE NECESSARY APPROVAL ARE THE RESPONSIBILITY OF THE SPRINKLER
SUBCONTRACTOR. GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, TO VERIFY WITH THE LANDLORD OR LANDLORD'S
CRITERIA IF SPRINKLER CONTRACTOR IS TO BE LANDLORD'S APPROVED OR DESIGNATED CONTRACTOR. APPROVALS BY LANDLORD, LANDLORD'S INSURANCE
UNDERWRITER AND THE BUILDING INSPECTOR AND FIRE MARSHAL WILL BE REQUIRED.
41.THE MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO SUBMITTING A BID FOR THE WORK ON THIS PROJECT. THE
CONTRACTOR MUST BECOME FAMILIARIZED WITH THE FIELD CONDITIONS, AND THE SCOPE OF WORK. CONTRACTOR TO ENGINEER, FURNISH AND INSTALL ANY
/ ALL REQUIRED FIRE ALARM, SMOKE EVACUATION, SMOKE DETECTION SYSTEMS, INCLUDING ANY / ALL PARTS AND LABOR (OR MODIFY EXISTING AS
REQUIRED), TO MEET LOCAL CODES, LANDLORD REQUIREMENTS AND FIRE MARSHAL SPECIFICATION, WHETHER SUCH WORK IS OR IS NOT SHOWN IN THE
CONSTRUCTION DOCUMENTS. IF A SMOKE EVACUATION AND / OR DETECTION SYSTEM OCCURS FOR THIS SPACE, IT SHALL BE LEFT INTACT DURING
CONSTRUCTION AND ANY NEW WORK, MODIFICATION AND REWIRING TO BE COMPLETED DURING CONSTRUCTION PHASE TO POINT OF NEW PANELS. IF SMOKE
DETECTORS ARE REQUIRED TO BE HARD WIRED TO LANDLORD FIRE ALARM SYSTEM, THEY ARE TO BE PER LANDLORD'S SYSTEM . CONTRACTOR TO CONTACT
LANDLORD OR APPROVED AGENTS FOR PURCHASE AND INSTALLATION OF DETECTORS AT G.C. EXPENSE. G.C. AND / OR ITS FIRE ALARM SUBCONTRACTOR TO
CONTACT LANDLORD FOR FINAL POINT OF CONNECTION TO LANDLORD'S FIRE ALARM JUNCTION BOX AND PERFORM WORK AT CONTRACTOR'S EXPENSE.
42.THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, WILL FURNISH AND INSTALL A COMPLETE MECHANICAL SYSTEM
TO INCLUDE BUT NOT BE LIMITED TO MECHANICAL EQUIPMENT, INSTALLED AND MOUNTED WITH DISCONNECT AND WIRING, HANGERS AND DUNNAGE FOR SAME
(INCLUDING THE HIRING OF A LOCAL STRUCTURAL ENGINEER TO DESIGN SUCH DUNNAGE HANGERS), DUCTWORK, COLLARS, DIFFUSERS, REGISTERS,
CONTROLS, TIME CLOCKS, ETC.., WHETHER OR NOT SUCH WORK IS OR IS NOT SHOWN OR DELINEATED IN THE CONTRACT DOCUMENTS. GENERAL
CONTRACTOR'S MECHANICAL CONTRACTOR(S) ARE REQUIRED TO COORDINATE WITH ALL OTHER CONTRACTORS ON JOB TO MAINTAIN TENANT'S CEILING
HEIGHT, LIGHT FIXTURE LOCATION, SPRINKLER BRANCH LINES, ETC..
43.ALL METAL FRAMING, GYPSUM BOARD, PARTITIONS, SOFFITS AND FACADES BY THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD
OR THE TENANT, UNLESS OTHERWISE NOTED.
44.ALL GYPSUM BOARD TO BE FIRE TAPED AND SPACKLED THREE (3) COATS, SANDED AND READY TO RECEIVE PAINT OR WALL COVERING. ALL EXISTING
GYPSUM BOARD TO BE REPAIRED TO "LIKE NEW" CONDITION.
45.ALL SWITCH, OUTLET PLATES, COVERS, GRILLES, DIFFUSERS, METAL TRIM (BUCKS, ETC.), ACCESSORIES TO BE FINISHED IN SAME COLOR / WALL
COVERING AS ADJACENT WALL FINISHES, UNLESS NOTED OTHERWISE.
46.ALL WORK THAT NEEDS TO BE COMPLETED BY THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, BELOW OR
ABOVE THE PREMISES MAY HAVE TO BE DONE IN OTHER TENANT'S DEMISED PREMISES AND SUCH WORK NEEDS TO BE DONE IN COORDINATION WITH THE
TENANTS BELOW, OR ABOVE, INCLUDING ANY OVERTIME WORK OR PAYMENT FOR SECURITY THAT MAY BE NECESSARY. THE COST FOR THIS WORK, INCLUDING
OVERTIME, MUST BE INCORPORATED IN THE BASE BID.
47.THE CONSTRUCTION DRAWINGS LISTED IN THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON THE BEST INFORMATION AVAILABLE TO
TENANT DURING PREPARATION OF THE CONTRACT DOCUMENTS. IN THE EVENT THAT PROBLEMS ARISE DURING THE COURSE OF THE PROJECT, DUE TO
UNKNOWN SITE CONDITIONS OR CODE AND LANDLORD REQUIREMENTS (IF ANY) THAT CONFLICT WITH THE CONTRACT DOCUMENTS, THE GENERAL
CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, SHALL INFORM THE TENANT'S ARCHITECT IMMEDIATELY. ANY CHANGES THAT WILL BE
REQUIRED, WILL BE DELINEATED BY TENANT ARCHITECT.
48.QUALITY STANDARDS: ALL SUCH WORK SHALL BE PERFORMED IN A FIRST-CLASS WORKMANLIKE MANNER AND SHALL BE IN GOOD AND USABLE
CONDITION AT THE DATE OF COMPLETION THEREOF. GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, SHALL REQUIRE ANY
PERSON PERFORMING ANY SUCH WORK TO GUARANTEE THE SAME TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (1)
YEAR FROM THE DATE OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. TENANT SHALL ALSO REQUIRE ANY SUCH PERSON TO BE RESPONSIBLE FOR THE
REPLACEMENT OR REPAIR WITHOUT ADDITIONAL CHARGE, OF ANY AND ALL WORK DONE OR FURNISHED BY OR THROUGH SUCH PERSON, WHICH SHALL
BECOME DEFECTIVE WITHIN ONE (1) YEAR AFTER COMPLETION OF THE WORK. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL
CHARGE, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL, REPLACEMENT OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE
DAMAGED OR DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO TENANT'S WORK
SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL INSURE TO THE BENEFIT OF BOTH LANDLORD AND TENANT, AS THEIR RESPECTIVE
INTERESTS APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER. GENERAL CONTRACTOR TO HAVE THIS CLAUSE IN EVERY SUBCONTRACTOR AGREEMENT
FOR THE PROJECT AND IF SUCH CLAUSE IS NOT INCLUDED, IT WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE REQUIREMENTS OR WORK STATED
HEREIN. G.C. SHALL MANAGE ALL WARRANTY ITEMS AND REMEDIES INCLUDING MANAGING SUB-CONTRACTORS, VENDORS AND HFT VENDORS FOR A PERIOD
OF ONE YEAR FROM TURNOVER.
49.TENANT'S WORK SHALL BE COORDINATED WITH THAT OF LANDLORD AND OTHER TENANTS IN THE BUILDING TO SUCH EXTENT THAT TENANT'S WORK
WILL NOT INTERFERE WITH OR DELAY COMPLETION OF OTHER CONSTRUCTION WORK IN THE BUILDING.
50.UPON COMPLETION OF ALL CONSTRUCTION AND PRIOR TO TURNOVER OF THE SPACE, THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE
LANDLORD OR THE TENANT, IS RESPONSIBLE FOR HAVING THE SPACE CLEANED. ANY CLEANING WHICH IS NOT DONE AT THE TIME OF TURNOVER AND NEEDS
TO BE DONE BY THE TENANT, WILL BE BACK CHARGED TO THE GENERAL CONTRACTOR.
51.ALL OF THE SUBCONTRACTORS QUOTING ON THEIR SPECIFIC SCOPE OF WORK/SERVICES TO CONTACT THE LOCAL BUILDING DEPARTMENT/AGENCY TO
DISCUSS CODE ISSUES/IDIOSYNCRASIES REGARDING THEIR SERVICES AND THE QUOTE ASSOCIATED WITH THE SERVICES TO THE GENERAL CONTRACTOR,
WHETHER WORKING FOR THE LANDLORD OR THE TENANT, FOR THIS PROJECT. THIS CONTRACTOR TO BE FAMILIAR WITH THE SITE WHERE SUCH
SERVICES/WORK WILL BE PERFORMED, THIS SPECIFIC USE AND THE IDIOSYNCRASIES ASSOCIATED WITH THE LIFE, SAFETY AND HEALTH ASSOCIATED WITH
THIS WORK AND TO INDICATE ON THE QUOTE ANY ITEMS REQUIRED THAT ARE NOT NECESSARILY SHOWN ON THE DRAWINGS/SPECIFICATIONS.
52.CONSTRUCTION SHOWN TO REMAIN AS EXISTING SHALL BE REPAIRED, IF NECESSARY, IN A MANNER THAT WILL BE CONSISTENT WITH THE NEW
CONSTRUCTION, AND PAINTED TO MATCH THE OVERALL COLOR SCHEME, UNLESS OTHERWISE NOTED.
53.THE CONSTRUCTION SITE SHALL BE CLEANED AND TRASH REMOVED DAILY.
54.ALL FINISHES TO BE AS NOTED AND SHALL NOT HAVE SMOKE DEVELOPED RATINGS GREATER THAN 450.
55.INTERIOR FINISHES OF WALLS AND CEILINGS IN ALL ROOMS OR ENCLOSED SPACES SHALL HAVE A CLASS C FLAME SPREAD INDEX 76-200; SMOKE
DEVELOPED INDEX 0-450. INTERIOR FINISHES OF EXIT ENCLOSURES AND EXIT PASSAGEWAYS SHALL HAVE A CLASS B FLAME SPREAD INDEX 26-75; SMOKE
DEVELOPED INDEX 0-450. ASTM E 84. IFC TABLE 803.3.
56.MATERIALS USED AS INTERIOR TRIM SHALL HAVE A MINIMUM CLASS C FLAME SPREAD AND SMOKE DEVELOPED INDEX AND SHALL COMPLY WITH ASTM E
84. COMBUSTIBLE TRIM SHALL NOT EXCEED 10% OF THE AGGREGATE WALL OR CLG. ARE IN WHICH IT IS LOCATED. IFC 804
57.INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 286 TESTING MEASURES. INTERIOR FLOOR FINISHES SHALL COMPLY WITH NFPA 253
WITH A CLASS 2 CRITICAL RADIANT FLUX > 0.22 WATTS / CM2. FLOOR FINISHES IN EXIT / ACCESS CORRIDORS SHALL BE CLASS 1 CRITICAL RADIANT FLUX > 0.45
WATTS / CM2.
58.INTERIOR FINISH MATERIALS SHALL BE APPLIED SO THAT THEY WILL NOT BECOME READILY DETACHED WHERE SUBJECTED TO 200 DEGREES F. FOR NOT
LESS THAN 30 MINUTES. IFC 803.2.
59.THE REQUIRED FLAME SPREAD OR SMOKE DEVELOPED INDEX OF SURFACES IN EXISTING BUILDINGS MAY BE ACHIEVED BY APPLICATION OF APPROVED
FIRE RETARDANT COATINGS AND SHALL COMPLY WIHT NFPA 703. IFC 803.4.
60.FIRE EXTINGUISHERS SHALL BE LOCATED AT THE DIRECTION OF THE FIRE DEPARTMENT, PROVIDED & INSTALLED BY HFT GENERAL
CONTRACTOR.
61.AT THE TIME OF SUBMITTING A BID, THE GENERAL CONTRACTOR IS TO HAVE CONFIRMED ALL FIELD MEASUREMENTS AND HAVE REVIEWED ALL FIELD
CONDITIONS.
62.G.C. SHALL VERIFY ALL RELEVANT DIMENSIONS, ELEVATIONS, ANGLES, AND EXISTING CONDITIONS BEFORE PROCEEDING WITH THE AFFECTED WORK
AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. ALL DISCREPANCIES SHALL BE RESOLVED PRIOR TO CONTRACTOR PROCEEDING WITH
AFFECTED WORK.
63.THE CONTRACT WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, TOOLS, LABOR AND SERVICES NECESSARY FOR COMPLETION OF THE
PROJECT.
64.THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THOSE LAWS HAVING JURISDICTION WHETHER OR NOT SUCH
WORK IS SPECIFICALLY SHOWN ON THESE DRAWINGS, INCLUDING ALL SEISMIC REQUIREMENTS. THE GENERAL CONTRACTOR SHALL PROCURE AND PAY FOR
ALL NECESSARY BUILDING PERMITS AND SHALL BE REIMBURSED FOR GENERAL BUILDING PERMIT COSTS BY OWNER. BUSINESS LICENSE COSTS ARE NOT
REIMBURSABLE.
65.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FOR THE QUALITY OF WORKMANSHIP AND FOR COMPLIANCE WITH THE DESIGN. THE
GENERAL CONTRACTOR SHALL CORRECT ALL ERRORS AND DEVIATIONS AS REQUESTED BY THE OWNER.
66.THE GENERAL CONTRACTOR SHALL CONTACT THE OWNER / HFT IMMEDIATELY IF THEY ENCOUNTER ANY HAZARDOUS MATERIALS.
67.EXACT LOCATIONS OF PIPING, DUCTWORK, CONDUIT AND FIXTURES SHALL BE COORDINATED BETWEEN CONTRACTORS AND
SUBCONTRACTORS TO AVOID INTERFERENCE.
68.ALL SPRINKLER HEADS SHOWN ARE CONCEPTUAL ONLY. GENERAL CONTRACTOR TO HIRE A LICENSED SPRINKLER CONTRACTOR TO DESIGN AND
INSTALL / MODIFY SPRINKLER SYSTEM. HEAD REPLACEMENT TO MEET ALL LOCAL AND NATIONAL CODES INCLUDING NFPA-13.
69.AFTER COMPLETION OF THE WORK, PARTS OF THE BUILDING SHALL BE CLEANED WHERE EVER SUCH CLEANING IS REQUIRED, INCLUDING AREAS OF THE
BUILDING MADE DIRTY BY CONSTRUCTION WORK. THE GENERAL CONTRACTOR SHALL REMOVE FROM THE PREMISES TRASH, RUBBISH, TOOLS, EQUIPMENT
AND EXCESS MATERIALS. THE BUILDING IS TO BE LEFT IN PERFECTLY CLEAN CONDITION.
ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES, THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, & NFPA 72.
70.ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES, THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, & NFPA 72.
71.EACH CONTRACTOR SHALL COORDINATE ARCHITECTURAL DRAWINGS WITH THE PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL
SPECIFICATIONS BEFORE PROCEEDING WITH THE WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS
IMMEDIATELY. ALL DISCREPANCIES SHALL BE RESOLVED PRIOR TO THE CONTRACTOR PROCEEDING WITH AFFECTED WORK.
72.ALL ADDITIONAL MATERIALS, EQUIPMENT, LABOR, ETC. NOT SHOWN BUT REQUIRED FOR PROPER COMPLETION OF PROJECT SHALL BE PROVIDED BY
THE CONTRACTOR.
73.EXIST. PORTIONS OF THE BUILDING SHALL COMPLY WITH PROVISIONS OF EXISTING OCCUPANCIES, AS PER SET FORTH IN NFPA 101 LIFE SAFETY CODE,
IBC CHAPTER 34 OR IEBC AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION.
74.GENERAL CONTRACTOR SHALL DISTRIBUTE ALL NECESSARY DRAWINGS AND/OR COPIES OF CONSTRUCTION DOCUMENTS FOR REVISIONS AND/ OR
DISTRIBUTION TO PARTIES DURING CONSTRUCTION PHASE AT NO ADDITIONAL COST TO THE OWNER.
75.GENERAL CONTRACTOR IS TO PROVIDE A SCHEDULE AND PROJECT CALENDAR TO HFT PROJECT MANAGER TO SHARE WITH OTHER VENDORS
(E.G.-FIXTURE SUPPLIER, FLOORING SUPPLIER/INSTALLER, SIGNAGE MANUFACTURER, LIGHTING SUPPLIER AND MISCELLANEOUS LOW VOLTAGE INSTALLERS).
76.GENERAL CONTRACTOR TO FURNISH THE HFT REP. WITH AS-BUILT DRAWINGS UPON COMPLETION OF PROJECT.
77.UPON COMPLETION OF CONSTRUCTION, GENERAL CONTRACTOR TO SUBMIT RECORD DRAWINGS OF THE PREMISES TO LANDLORD. THIS SUBMITTAL
SHALL ALSO INCLUDE TEST AND BALANCE REPORTS WITH THE HFT ARCHITECT / ENGINEER OF RECORD APPROVAL.
78.SIGNAGE PERMITTING DRAWINGS TO BE SUBMITTED SEPARATELY. ALL SIGNAGE TO COMPLY WITH LANDLORD TENANT CRITERIA AND
STATE/LOCAL CODES. COORDINATE WITH SIGNAGE VENDOR FOR ANY SPECIFIC CRITERIA TO BE USED.
79.GENERAL CONTRACTOR SHALL ENGAGE A PROFESSIONAL CLEANING COMPANY TO CLEAN THE ENTIRE STORE THREE TIMES TO INCLUDE PRIOR TO
FIXTURING, PRIOR TO MERCHANDISING AND THE NIGHT BEFORE SOFT OPENING. MAINTAIN AN ACCEPTABLE LEVEL OF CLEANLINESS AT ALL TIMES IN BETWEEN.
GC TO ENSURE ALL CONSTRUCTION MATERIALS ARE REMOVED. FLOORS ARE CLEANED WITH A WALK-BEHIND SCRUBBER, HIGH-DUSTING OF LIGHT FIXTURES IS
PERFORMED AND ALL ROOMS TO BE CLEANED. GC SHALL COORDINATE AND MANAGE THE CLEANING OF ALL FLOORING WITH THE APPROPRIATE WALK-BEHIND
SCRUBBER THE NIGHT BEFORE GRAND OPENING. GC SHALL COORDINATE ALL CLEANINGS WITH STORE OPERATIONS.
LVT INSTALLATION NOTES:
BEFORE STARTING THE JOB:
1.SUBFLOOR PREPARATIONS SHOULD BE DONE WITH THE PERMANENT HVAC SET AT A MINIMUM OF 68°F (20°C).
2.IT IS RECOMMENDED THAT LVT FLOOR COVERING INSTALLATION SHALL NOT BEGIN UNTIL ALL OTHER TRADES ARE COMPLETED.
STORAGE AND HANDLING:
1.THE BUILDING MUST BE ENCLOSED AND THE HVAC IN CONTINUOUS OPERATION. THE LVT AND ADHESIVE MUST BE CONDITIONED TO ROOM TEMPERATURE
FOR 7 DAYS PRIOR TO INSTALLATION, DURING THE INSTALLATION AND CONTINUOUS FOLLOWING COMPLETION OF THE INSTALLATION. THE AMBIENT AIR
RELATIVE HUMIDITY MUST BE BETWEEN 10% - 65% WITH THE FLOOR AND ROOM TEMPERATURE BETWEEN 55 - 85 DEGREES FAHRENHEIT. THE INDOOR
TEMPERATURE SHOULD NEVER FALL BELOW 55 DEGREES FAHRENHEIT OR ABOVE 85 DEGREES FAHRENHEIT REGARDLESS OF THE AGE OF THE
INSTALLATION.
2.STORE CARTONS OF TILE OR PLANK PRODUCTS FLAT AND SQUARELY ON TOP OF ONE ANOTHER. PREFERABLY, LOCATE MATERIAL IN THE "CENTER" OF THE
INSTALLATION AREA (I.E. AWAY FROM VENTS, DIRECT SUNLIGHT, ETC.) STORING CARTONS IN DIRECT SUNLIGHT MAY AFFECT PROPER ACCLIMATION BY
INDUCING THERMAL EXPANSION / CONTRACTION.
JOB SITE CONDITIONS:
1.AREAS TO RECEIVE LVT FLOORING SHOULD BE ADEQUATELY ILLUMINATED DURING ALL PHASES OF THE INSTALLATION PROCESS.
2.CONTROLLED ENVIRONMENTS ARE CRITICAL. DO NOT INSTALL LVT FLOORING PRODUCTS UNTIL THE WORK AREA CAN BE TEMPERATURE CONTROLLED.
3.PORTABLE HEATERS ARE NOT ACCEPTABLE.
4.KEROSENE HEATERS SHOULD NEVER BE USED WHERE FLOOR COVERING PRODUCTS WILL BE INSTALLED. THEY HEAT THE AIR, NOT THE SUBSTRATE. THEY
ALSO LEAVE A RESIDUE ON THE SUBSTRATE.
5.THE PERMANENT HVAC SYSTEM MUST BE OPERATIONAL AND FUNCTIONAL AND SET TO A MINIMUM OF 55°F OR A MAXIMUM OF 85°F FOR A MINIMUM OF 7
DAYS PRIOR TO, DURING, AND CONTINUOUS AFTER INSTALLATION. THE INDOOR TEMPERATURE SHOULD NEVER FALL BELOW 55 DEGREES FAHRENHEIT OR
ABOVE 85 DEGREES FAHRENHEIT REGARDLESS OF THE AGE OF THE INSTALLATION.
GENERAL NOTES
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LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
DUSTING MINIMIZATION PROCESS TO BE PERFORMED ON ALL FLORIDA PROJECTS AND AS NEEDED AT OTHER LOCATIONS:
A.DUSTING FLOOR: DUSTING IS AN ASPECT OF WEAK CONCRETE AT THE SURFACE OF A FLOOR OR SLAB. DUSTING (THE DEVELOPMENT OF A FINE, POWDERY MATERIAL THAT EASILY RUBS OFF THE SURFACE OF HARDENED CONCRETE), IS THE RESULT OF A THIN,
WEAK SURFACE LAYER, CALLED LAITANCE, WHICH IS COMPOSED OF WATER, CEMENT, AND FINE PARTICLES. THIS LAITANCE, THE WEAKEST, MOST PERMEABLE AND LEAST WEAR-RESISTANT MATERIAL IS AT THE TOP SURFACE, EXACTLY WHERE THE
STRONGEST, MOST IMPERMEABLE, AND MOST WEAR-RESISTANT CONCRETE IS NEEDED. IF IT IS DETERMINED THAT THE PROJECT FLOOR IS DUSTING, USE THE FOLLOWING PROCEDURE TO HELP MINIMIZE A DUSTING SURFACE.
1.APPLICATION OF WATER-BASED MAGNESIUM SILICOFLUORIDE DUSTPROOFER AND DENSIFIER:
a.COAT DILUTION
1.1ST COAT 1 PART SURFHARD TO 2 PARTS WATER
2.2ND COAT 1 PART SURFHARD TO 1 PART WATER
3.3RD COAT 2 PARTS SURFHARD TO 1 PART WATER
b.COVERAGE RATE UNDILUTED SURFHARD DILUTED SURFHARD
1.1ST COAT: 900 FT²/GAL (22.1 M²L) 300 FT²/GAL (7.4 M²L
2.2ND COAT: 400 FT²/GAL (9.8 M²L) 200 FT²/GAL (4.9 M²L)
3.3RD COAT: 225 FT²/GAL (5.5 M²L) 150 FT²/GAL (3.7 M²/L)
c.SURFACE PREPARATION: THE SURFACE TO BE TREATED SHOULD BE CLEAN, FREE OF CURING COMPOUNDS, SEALERS, PAINT OR ANY OTHER CONTAMINANTS THAT COULD PROHIBIT PENETRATION OF SURFHARD. FOR BEST PERFORMANCE, CONCRETE SHOULD BE DRY BEFORE
APPLYING SURFHARD. NEW CONCRETE SURFACES SHOULD BE AT LEAST 7 DAYS OLD PRIOR TO APPLICATION. EXTREMELY SOFT AND POROUS SURFACES SHOULD BE SATURATED WITH WATER PRIOR TO APPLICATION. WHEN THE SURFACE IS DRY, APPLY THE 1ST COAT OF SURFHARD
AND PROCEED AS INDICATED UNDER PLACEMENT BELOW. THIS PRE-WETTING CONCENTRATES THE CHEMICAL AT THE TOP LEVEL OF THE CONCRETE. THE FINAL APPLICATION WILL HARDEN AT THE TOP SURFACE AND YIELD MAXIMUM WEARING AND RESISTANCE QUALITIES. IN SOME
INSTANCES, OR IN SOME SELECTED AREAS, A SURFACE MAY REQUIRE AN ADDITIONAL APPLICATION OF UNDILUTED SURFHARD TO COMPLETE HARDENING AND DUSTPROOFING.
d. MIXING: SURFHARD IS EASILY DILUTED IN WATER WITH MILD AGITATION.
e.PLACEMENT: FLOOD EACH COAT OF SURFHARD ONTO THE SURFACE AND SPREAD WITH A SOFT FIBER BROOM, SQUEEGEE, OR MOP. ALLOW THE SOLUTION TO SOAK INTO THE CONCRETE FOR 10 TO 15 MINUTES AND REDISTRIBUTE ANY PUDDLES THAT REMAIN. TREATED
SURFACES SHOULD BE THOROUGHLY DRY BETWEEN COATS. DRYING TIME MAY VARY FROM 4 TO 12 HOURS DEPENDING ON TEMPERATURE, HUMIDITY, AND WHETHER THE CONCRETE IS INDOORS OR OUTDOORS. AS VARIOUS COATS OF SURFHARD ARE APPLIED, EACH SUCCEEDING
COAT WILL YIELD INCREASED COVERAGE BECAUSE THE CONCRETE SURFACE IS IN THE PROCESS OF HARDENING. AFTER THE THIRD COAT THE FLOOR SHOULD BE THOROUGHLY FLUSHED WITH WATER AND SCRUBBED WITH A STIFF BROOM TO REMOVE ANY RESIDUAL MATERIAL. IF
THE FLOOR SHOULD SHOW PATCHES OF WHITE UPON DRYING, IMMEDIATELY FLOOD WITH WATER AND SCRUB THE FLOOR WITH A MECHANICAL SCRUBBER, RINSE AND DRY. DO NOT ATTEMPT FURTHER TREATMENT.
f.NOTE: ALL THREE COATS MAY NOT BE NECESSARY TO HARDEN THE FLOOR. IF THE FLOOR SHOULD SHOW PATCHES OF WHITE ON DRYING, IMMEDIATELY FLOOD WITH WATER AND SCRUB THE FLOOR WITH A MECHANICAL SCRUBBER, RINSE AND DRY. DO NOT ATTEMPT FURTHER
TREATMENT.
2. APPLICATION OF PENETRATING EPOXY SEALER:
a.CONCRETE SURFACE FIRST COAT SECOND COAT
TROWELED SMOOTH 250 TO 300 (6.1 TO 7.4) 400 TO 600 (9.8 TO 14.7)
b.MATERIAL REQUIREMENTS: A TWO COAT APPLICATION USING A COVERAGE RATE OF 200 FT2/GAL (4.9 M2/L) WILL REQUIRE APPROXIMATELY 5 GAL (18.9 L) OF MATERIAL PER 1000 FT2 (92.9 M2) OF AREA. TWO COATS ARE RECOMMENDED FOR BEST RESULTS. THE CONCRETE SURFACE
TEXTURE GREATLY AFFECTS COVERAGE RATES AND FINAL APPEARANCE. DO NOT APPLY AT LESS THAN 150 FT2/GAL (3.7 M2/L). APPLY A SECOND COAT IF A THICKER FILM IS DESIRED. ALLOW THE FIRST COAT TO DRY TACK FREE (BUT WAIT NO MORE THAN 24 HOURS) BEFORE THE
SECOND COAT IS APPLIED.
c.SURFACE PREPARATION: NEW CONCRETE MUST BE A MINIMUM OF 28 DAYS OLD AND POSSESS AN OPEN SURFACE TEXTURE WITH ALL CURING COMPOUNDS AND SEALERS REMOVED. THE CONCRETE MUST BE CLEAN AND SOUND. ALL OIL, DIRT, DEBRIS, PAINT AND UNSOUND
CONCRETE MUST BE REMOVED. PRESSURE WASHING AND/OR POWER SCRUBBING IS RECOMMENDED. THE CONCRETE SURFACE CAN BE DAMP OR DRY AT THE TIME OF APPLICATION OF EUCO #512 VOX EPOXY SEALER. HOWEVER, BEST RESULTS ARE OBTAINED WHEN THE CONCRETE
IS DAMP WITH ALL PUDDLES REMOVED.
d.MIXING: ALL MATERIALS SHOULD BE IN THE PROPER TEMPERATURE RANGE OF 60°F TO 90°F (16°C TO 32°C). PRE-MIX PART A AND ADD THE ENTIRE CONTAINER OF PART B TO ALL THE PART A. MIX FOR 2 TO 3 MINUTES USING A MECHANICAL (DRILL) MIXER. THE EPOXY MUST BE WELL
MIXED TO ENSURE PROPER CHEMICAL REACTION. AFTER MIXING, PLACE IMMEDIATELY.
e.PLACEMENT: TO APPLY THE SEALER TO CONCRETE, USE A PUMP-UP OR AIRLESS SPRAYER FOR BEST RESULTS. A SHORT NAP ROLLER OR LAMB'S WOOL APPLICATOR MAY ALSO BE USED.
f.CLEAN-UP: CLEAN TOOLS AND EQUIPMENT WITH WARM, SOAPY WATER BEFORE THE MATERIAL DRIES.
POLISHED CONCRETE SPECIFICATION
PART I - GENERAL
1.01 SUMMARY, THIS SPECIFICATION INCLUDES THE FOLLOWING:
INTERIOR CONCRETE JOINT FILLER, LIQUID DENSIFIER / SEALER AND POLISHING PROCESS
A.GENERAL: DO NOT COMMENCE INSTALLATION OF SEMI-RIGID POLYUREA JOINT FILLER, LIQUID
DENSIFIER / SEALER AND POLISHING PROCESSES UNTIL THE BUILDING IS COMPLETELY
ENCLOSED, PERMANENT POWER AND LIGHTING IS OPERATING AND THE BUILDING IS
THERMOSTATICALLY CONTROLLED. INSTALLATION OF THESE MATERIALS SHALL COMMENCE
APPROXIMATELY TWO WEEKS PRIOR TO “FIXTURE DATE.”
PART II - EXECUTION
2.01 JOINT FILLER INSTALLATION: COMPLY WITH ACI 302 AS APPLICABLE TO MATERIALS,
APPLICATIONS, AND CONDITIONS.
A.SURFACE CLEANING OF JOINTS: CLEAN JOINTS IMMEDIATELY BEFORE INSTALLING JOINT FILLER.
REMOVE FOREIGN MATERIAL THAT COULD INTERFERE WITH ADHESION OF JOINT FILLER BY
BRUSHING, GRINDING, BLAST CLEANING, MECHANICAL ABRADING, OR A COMBINATION OF THESE
METHODS TO PRODUCE A CLEAN, SOUND SUBSTRATE CAPABLE OF DEVELOPING OPTIMUM
BOND WITH JOINT FILLER. REMOVE LOOSE PARTICLES REMAINING FROM ABOVE CLEANING
OPERATIONS BY VACUUMING OR BLOWING OUT JOINTS WITH OIL-FREE COMPRESSED AIR. ALSO
REMOVE ALL LAITANCE AND FORM-RELEASE AGENTS FROM CONCRETE SURFACE. CLEAN
NONPOROUS SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT DO NOT STAIN,
HARM SUBSTRATES, OR LEAVE RESIDUES COULD INTERFERE WITH ADHESION OF JOINT
SEALANTS. ALL SURFACES TO BE FILLED SHALL BE CLEAN AND DRY.
B.MIXING: JOINT FILLER IS A TWO-PART PRODUCT REQUIRING MACHINE MIXING AND
PLACING. PREMIX PART “B” SEPARATELY BEFORE USING. FOLLOW PUMP MANUFACTURER'S
EQUIPMENT INSTRUCTIONS.
C.PLACEMENT: FOR PROPER LOAD TRANSFER, JOINTS MUST BE FILLED FULL DEPTH, BUT IN NO
CASE SHOULD THE JOINT FILLER BE ANY LESS THAN 1" DEEP IN THE JOINT. NO BACKER ROD IS
ALLOWED. JOINTS SHOULD BE OVERFILLED AND SHAVED LEVEL WITH THE SURFACE, GIVING THE
FLOOR JOINTS A FLAT, SMOOTH APPEARANCE.
D.JOINT FILLER SEPARATION: THE APPROVED JOINT FILLING APPLICATOR SHALL INCLUDE IN THEIR
BID A COST PER LINEAR FOOT TO MAKE ONE RETURN TRIP TO REFILL JOINTS IF JOINT FILLER
SIDEWALL SEPARATION OR SPLITTING EXCEEDS 1/16", OR IF SURFACE PROFILE IS CONCAVE,
CHATTERED OR IF VOIDS OCCUR. THIS SHALL TAKE PLACE ONE WEEK PRIOR TO GRAND
OPENING, OR AT OWNER'S REQUEST.
2.02 INITIAL CLEANING FOR LIQUID DENSIFIER AND SEALER APPLICATION: THOROUGHLY CLEAN THE
INTERIOR SALES FLOOR SLAB PRIOR TO THE INITIAL APPLICATION OF LIQUID DENSIFIER/SEALER
AND POLISHING PROCESS. COMPLETELY REMOVE THE REMNANTS OF THE DISSIPATING OR
REMOVABLE CURING COMPOUND FROM THE FLOOR SURFACE. THE FOLLOWING FLOOR
STRIPPER OR REMOVAL SOLUTION SHALL BE APPLIED TO THE FLOOR AT THE PROPER RATIO TO
THOROUGHLY STRIP, CLEAN AND REMOVE ALL CURING COMPOUND RESIDUE:
1. KUREZ DR VOX (SLAB FIRST): EUCLID “EUCO CLEAN & STRIP”
1. KUREZ RC (SLAB LAST): EUCLID “KUREZ OFF”
2.03 POLISHING PROCESS AND APPLICATION OF LIQUID DENSIFIER / SEALER: PRIOR TO APPLICATION,
INSPECT INTERIOR SALES FLOOR SLAB TO ENSURE THAT SLAB IS CLEAN AND FREE OF DUST,
GREASE, OILS, OR OTHER CONTAMINANTS THAT MIGHT PROHIBIT THE PROPER APPLICATION
AND PENETRATION OF THE LIQUID DENSIFIER AND SEALER.
A.MOCK-UP TEST SLAB: THE FOLLOWING PROCESS IS PROVIDED AS A GUIDE. MANY FACTORS,
INCLUDING, BUT NOT LIMITED TO INTERIOR FLOOR SLAB FINISH, HARDNESS AND FLATNESS WILL
DETERMINE THE INITIAL RESIN BOND DIAMOND TOOLING, INCLUDING ADDITIONAL GRINDING
AND/OR POLISHING OPERATIONS REQUIRED TO MEET THE REQUIREMENTS SPECIFIED HEREIN.
TRAINED APPLICATOR SHALL PROVIDE A MOCK-UP TEST SLAB, INCLUDING APPLICATION OF
LIQUID DENSIFIER/SEALER TO A DESIGNATED AREA OF THE INTERIOR FLOOR SLAB (BACK OF
BUILDING), USING THE SAME EQUIPMENT, RESIN BOND DIAMOND TOOLING, AND METHODS AS
WILL BE USED TO POLISH THE INTERIOR FLOOR SLAB. INTERIOR SALES FLOOR POLISHING AND
APPLICATION OF LIQUID DENSIFIER/SEALER SHALL NOT COMMENCE UNTIL OWNER HAS
ACCEPTED THE MOCK-UP TEST SLAB.
1.VERIFY PRESENCE OF CURING AND SEALING COMPOUND BY APPLYING WATER TEST TO THE
SURFACE OF SLAB.
a.IF WATER BEADS, CURING AND SEALING COMPOUNDS ARE PRESENT AND MUST BE
REMOVED FROM THE SLAB. COMPLETELY REMOVE THE REMNANTS OF THE DISSIPATING
OR REMOVABLE CURING COMPOUND FROM THE FLOOR SURFACE. THE FOLLOWING
FLOOR STRIPPER OR REMOVAL SOLUTION SHALL BE APPLIED TO THE FLOOR AT THE
PROPER RATIO TO THOROUGHLY STRIP, CLEAN AND REMOVE ALL CURING COMPOUND
RESIDUE: “EUCO CLEAN & STRIP” BY EUCLID CHEMICAL
b.IF WATER SOAKS INTO THE SURFACE INDICATING CURING AND SEALING COMPOUNDS
ARE NOT PRESENT, MOVE TO STEP 3.
2.GRINDING/POLISHING EQUIPMENT SHALL BE EQUIPPED WITH 200 GRIT RESIN BOND
DIAMOND TOOLING TO VERIFY IF SURFACE WILL OPEN TO ACCEPT LIQUID
DENSIFIER/SEALER. IF SLAB OPENS TO ACCEPT LIQUID DENSIFIER/SEALER, PROCEED WITH
PROJECT. IF SLAB DOES NOT OPEN, DROP TO LOWER GRIT RESIN BOND DIAMOND TOOLING,
AND REPEAT (100 GRIT, 80 GRIT, 50 GRIT). FOLLOW PROCESS AND DROP RESIN BOND
DIAMOND TOOLING AS NEEDED UNTIL SLAB ACCEPTS DENSIFIER.
3.ALL GRIND, HONE AND POLISH STEPS SHALL INCLUDE A 2 PASS PROCESS OVERLAPPING
PREVIOUS PASS BY A MINIMUM OF 6".
B.INITIAL GRIND AND HONE PROCESS:
1.START INITIAL GRIND WITH APPROPRIATE RESIN BOND DIAMOND TOOLING AS DETERMINED
FROM MOCK-UP TEST SLAB.
2.OPERATE MACHINES AT 400 SQUARE FEET AN HOUR (WALK PACE), WITH HIGH TO MAXIMUM
DRUM AND HEAD SPEED (TYPICALLY 300 RPM ON DRUM AND 1250 RPM ON PLANETARIES).
3.ONCE COMPLETED, CLEAN OPENED FLOOR THOROUGHLY, AND THEN APPLY EUCO DIAMOND
HARD TO REJECTION. ALLOW THE SURFACE TO DRY.
4.RESIN BOND DIAMOND TOOLING SHALL BE INCREASED AT SAME OUTPUT RATES AND HEAD
SPEEDS UP TO 400 GRIT HONING.
C.FINAL POLISHING PROCESS:
1.CLEAN FLOOR AND MACHINE OF ACCUMULATED LAITANCE.
2.MOUNT 800 GRIT RESIN BOND DIAMOND TOOLING AND RUN MACHINES AT 300 SQUARE FEET
AN HOUR PACE WITH DRUM AND HEAD SPEEDS AT HIGH TO MAXIMUM.
3.APPLY EUCO DIAMOND HARD LIGHTLY AT 700 SQUARE FEET PER GALLON JUST PRIOR TO
BURNISHING.
4.CLEAN FLOOR AND BURNISH WITH 1500 GRIT DIAMOND PAD AT 500 SQUARE FEET PER HOUR
WITH A 27” BURNISHER AT 2500 RPM.
D.POLISH RESULTS: PERFORM POLISHING PROCESS TO REACH A SPECIFIED OVERALL GLOSS
VALUE (SOGV) OF ≥35 AS MEASURED WITH A HORIBA IG-320, AND A SPECIFIED MINIMUM GLOSS
READING (SMGV) OF ≥30. THE APPROVED APPLICATOR SHALL TAKE FOUR GLOSS
MEASUREMENT READINGS AT 90° FROM EACH OTHER, AND THEN AVERAGED FOR ONE READING
AT EACH LOCATION. A MINIMUM OF 25 READINGS SHALL BE TAKEN THROUGHOUT THE INTERIOR
SALES FLOOR. THE OVERALL MEASUREMENT SHALL BE REPORTED TO GENERAL CONTRACTOR
WITHIN 24 HOURS OF THE POLISHING PROCESS. GLOSS SHALL BE CONSIDERED A QUANTITATIVE
VALUE THAT EXPRESSES THE DEGREE OF REFLECTION WHEN LIGHT HITS THE CONCRETE
FLOOR SURFACE. GLOSS MEASUREMENTS WILL BE TAKEN INDEPENDENT OF AMBIENT LIGHTING
AND WILL BE TAKEN WITHIN A SEALED MEASUREMENT WINDOW LOCATED BENEATH THE TEST
UNIT.
CONCRETE
SPECIFICATIONS
A0.3
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07/01/20
LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
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NOTE:
GC SHALL COORDINATE AND
PROVIDE A LIFT ON-SITE FOR HFT
VENDORS USE THROUGHOUT THE
CONSTRUCTION OF THE PROJECT
9" DIAMETER FIRE RISER LOCATED
@ EAST EXTERIOR WALL OF BUILDING
1.REFER TO GENERAL NOTES ON SHEET A0.2 FOR ADDITIONAL INFORMATION
2.HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS AND COMMENCING
WORK.
3.HFT GENERAL CONTRACTOR IS TO PROVIDE FULL TIME SUPERVISION OF PROJECT. NOTIFY HFT PROJECT MANAGER OF TYPICAL WORK
HOURS.
4.HFT GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND TIMING OF ALL HFT VENDOR INSTALLATIONS. COORDINATE WITH
HFT PROJECT MANAGER FOR LIST AND MILESTONE TIMING.
5.HFT GENERAL CONTRACTOR IS RESPONSIBLE FOR UNLOADING AND HANDLING ALL OWNER SUPPLIED MATERIAL AND DISPOSAL OF ALL
PACKING MATERIALS AT THE JOB SITE.
6.HFT GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY AND FIT OF ALL MATERIALS, INCLUDING, BUT NOT LIMITED TO, ALL
REFURBISHED MATERIALS. ALL REFURBISHED MATERIALS TO APPEAR NEW.
7.HFT GENERAL CONTRACTOR TO COORDINATE WITH HFT'S FIXTURE MANUFACTURE TO ENSURE FINISHES TO MATCH.
8.IF THE CONTRACTOR CONSIDERS ANY SURFACE UNSUITABLE FOR A PROPER FINISH, HE SHALL NOTIFY HFT AND ARCHITECT OF THE
CONDITION AND NOT COMMENCE WORK UNTIL DIRECTED BY HFT OR ARCHITECT.
9.HFT GENERAL CONTRACTOR TO NOTIFY OWNER OF ANY DAMAGES/ SHORTAGES WITHIN 48 HOURS OF RECEIPT OR BEAR
RESPONSIBILITY FOR REPLACEMENT OF SUCH.
10.ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PUBLISHED INSTALLATION SPECIFICATIONS AND PROCEDURES OF
THE MANUFACTURER OF THE MATERIAL USED.
11.PROTECT OTHER WORK AND MERCHANDISE AS REQUIRED TO PREVENT ANY DAMAGE.
12.PROVIDE A CLEAN SMOOTH CONCRETE SURFACE FOR PROPER INSTALLATION OF ALL FLOOR FINISHES.
13.APPLICATIONS OF PAINT SHALL BE ONE COAT PRIMER AND TWO COATS PAINT (U.N.O.). PRIMER SHALL BE SPECIFIED OR RECOMMENDED
BY PAINT MANUFACTURER.
14.ALL ADHESIVES TO BE SUPPLIED BY HFT GENERAL CONTRACTOR. THE TYPE TO BE USED AS RECOMMENDED BY WALL COVERING
MANUFACTURER SELECTED FOR THE TYPE OF INSTALLATION.
15.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT ALL WALL COVERING FOR QUALITY AND DEFECTS PRIOR TO INSTALLATION.
16.ALL SURFACES TO RECEIVE FABRIC OR WALL COVERING AS SELECTED SHALL BE PROPERLY PREPARED AND SIZED AS RECOMMENDED
BY WALL COVERING MANUFACTURER SELECTED FOR THE TYPE OF INSTALLATION. CONTRACTOR SHALL NOTIFY HFT OF ANY SURFACE
NOT SUITABLE FOR PROPER APPLICATION OF WALL COVERING. DO NOT APPLY ANY MATERIAL UNTIL SITUATION IS RESOLVED.
17.HFT GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF BLOCKING FOR ALL WALL AND CEILING SUPPORTED ITEMS IN
STORE. REVIEW ITEMS THOROUGHLY. COORDINATE WITH VENDOR AS NECESSARY.
18.HFT GENERAL CONTRACTOR TO ENSURE TIGHT, SECURE, AND PROPER FASTENING OF ALL STANDARDS TO METAL STUDS.
19. ALL DIMENSIONS ARE FROM FACE OF GYP. BD. U.N.O.
20.ALL INTERIOR DOORS ARE 6" OFF WALL U.N.O.
21.ALL EXPOSED WALLS TO UNDERSIDE OF STRUCTURE SHALL BE BUILT TIGHTLY AROUND STRUCTURE, PIPING, ETC.
FLOOR PLAN NOTES300 SERIES FLOOR PLAN KEY NOTES
NOTE:
GYP. BD. TO EXTEND TO
DECK ON ONE SIDE OF
EACH CASH ROOM WALL
NOTE:
G.C. SHALL FIELD VERIFY EXISTING GRADES
ENSURE GRADING NOTED AT DOCK / PAD IS
ACHIEVABLE PRIOR TO CONCRETE POUR.
CONTACT ARCHITECT PRIOR TO STARTING
WORK IF NOTED GRADING CANNOT BE
ACHIEVED. RECEIVING PAD MUST HAVE
MINIMUM 1% SLOPE AWAY FROM THE BUILDING.
NOTE:
NO COLD PATCH
ASPHALT PERMITTED.
NOTE:
G.C. SHALL COORDINATE &
PROVIDE PROPANE FORKLIFT FOR
HFT USE DURING FIXTURE WEEK
300.LOCATION OF LEASE LINE (LOCATED @ CENTER LINE OF DEMISING WALL).
301.EXISTING STEEL COLUMNS. PREP AND PAINT (P-4). SEE SHEET A1.3 FOR FINISHES.
302.NEW AUTOMATIC BI-PARTING DOOR PACKAGE. SEE SHEETS A5.0 AND A5.1 FOR ADDITIONAL INFORMATION.
303.CONCRETE PAD, SEE SHEET A4.2 FOR ADDITIONAL INFORMATION. PROVIDE CONTROL JOINTS AT 10'-0" MAX. EACH WAY.
304.EXISTING DEMISING WALL . G.C. TO TO TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING DEMISING WALL DURING
CONSTRUCTION. EXISTING DEMISING WALL TO BE PAINTED. SEE SHEET A1.3 FOR ADDITIONAL INFORMATION.
305.LOCATION OF ELECTRICAL PANELS AND EQUIPMENT. MAINTAIN A 3'-0" CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT - REFER TO
ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
306.4'-0" X 8'-0" FIRE RATED PLYWOOD TO HOUSE ALL ELECTRICAL AND OWNER'S EQUIPMENT - REFER TO ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
307.4'-0" WIDE X 3'-0" HIGH ONE WAY GLASS W/ 2" H.M. FRAME CENTERED IN WALL FACING CASH WRAP AREA, BTM. OF WINDOW TO BE @
40" A.F.F. SEE A5.0 FOR ADDITIONAL INFORMATION.
308.SEE FIXTURE PLAN ON A1.2 FOR FIXTURE LAYOUT & ADDITIONAL NOTES.
309.SEE FINISH PLAN ON A1.3 FOR ALL FLOOR, WALL, AND CEILING FINISHES.
310.EXISTING AUTOMATIC BI-PARTING DOOR PACKAGE. SEE SHEETS A5.0 AND A5.1 FOR ADDITIONAL INFORMATION.
311.EXISTING LAWN AREA TO REMAIN.
312.REUSED / EXISTING MATERIALS AND EQUIPMENT TO BE IN OPERATING CONDITION OR SPECIFY THE COST TO SUPPLY / INSTALL IN BID.
HFT GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH REPAIR / REPLACEMENT OF EXISTING /
REUSED ITEMS.
313.RECEIVING AREA ENCLOSURE. METAL CLADDING SIDING TO BE WHIRLWIND STEEL "SUPER SPAN" METAL PANELS, AND STANDING
SEAM METAL ROOFING, COLORS: TO MATCH ADJACENT OR APPROVED EQUAL. SEE SHEETS A4.2 AND A4.3 AND STRUCTURAL
DRAWINGS FOR ADDITIONAL INFORMATION.
314.LOCATION OF EXISTING GAS METER. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.
315.PAINT RAMP FLAIR "SAFETY YELLOW".
316.EXISTING 6"Ø STEEL PIPE BOLLARD. G.C. TO PROVIDE AND INSTALL NEW YELLOW BOLLARD SLEEVES AT ALL STOREFRONT ENTRY
BOLLARDS TYP. REFER TO DETAIL 3/A4.1 FOR ADDITIONAL INFORMATION ON BOLLARD SLEEVE MANUFACTURER AND INSTALLATION.
317.EXISTING 8"Ø STEEL PIPE BOLLARD.
318.6"Ø BOLT DOWN BOLLARD PROVIDED BY HFT. SEE SHEET A1.12 FOR ADDITIONAL INFORMATION.
319.EXISTING OVERHEAD DOOR SEE SHEET A5.0 FOR ADDITIONAL INFORMATION.
320.EXISTING HOLLOW METAL MAN DOOR AND FRAME. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION.
321.APPROXIMATE LOCATION OF CART CORRAL.
322.EXISTING ASPHALT AND / OR CONCRETE PAVEMENT.
323.EXISTING CONCRETE SIDEWALK.
324.AFTER REMOVAL OF EXISTING CEILINGS, DETERMINE HEIGHT OF EXISTING GYP. BD. FURRING WITH EXPOSED CMU ABOVE. INSTALL
2"x2" STOCK METAL EDGE AT A COMMON LEVEL AT TOP OF EXISTING GYP. BD. G.C. SHALL PATCH AND REPAIR EXISTING GYP. BD.
BELOW THIS LEVEL TO A SMOOTH AND UNIFORM SURFACE AND FINISH PER ROOM FINISH SCHEDULE ON A1.3. SEE SHEET A1.3 FOR
ADDITIONAL INFORMATION.
325.LINE OF CANOPY ABOVE. SEE SHEET A3.0 FOR ADDITIONAL INFORMATION.
326.PAINT VERTICAL FACE OF CURB AND 6" HORIZONTAL EDGE OF CURB "SAFETY YELLOW".
EXISTING WALL
SYMBOL DESCRIPTION
X WALL TYPE DESIGNATION. SEE SHEET A4.1 FOR ADDITIONAL INFORMATION
NOTE:
1. ALL WALLS BRACED TO STRUCTURE ABOVE @ 4'-0" O.C. MAX.
2. ALL WALLS TO BE PAINTED TO 6" ABOVE CEILING, TO UNDERSIDE OF DECK (IF
CEILING IS OPEN TO STRUCTURE), AND BEHIND ALL WALL FIXTURES BY CONTRACTOR.
WALL LEGEND
WALL. SEE WALL TYPES, SHEET A4.1, FOR ADDITIONAL INFORMATION.
MASONRY WALL INFILL. SEE SHEET A4.1 FOR ADDITIONAL INFORMATION.
NOTE:
GC TO COORDINATE WITH HFT P.M.
FOR ACCEPTABLE LEVEL OF
FINISHES AT EXISTING CMU WALLS
VESTIBULE
100
12'-9 1/2"
FLOOR PLAN
SCALE 3/32" = 1'-0"N
2
A3.0
323
±1
4
5
'
-
3
1
/
2
"
±3
1
'
-
6
1
/
2
"
SALES AREA
101
308
309
312
25'-1 1/2"
6'-7"EQ.EQ.
03 02
04
11
'
-
3
"
EQ
.
EQ
.
BB1
A1 12
A4.0
MANAGER'S
OFFICE
102
CASH
ROOM
103
0605
07
EX10
EX08
EX09
WOMENS
107
MENS
108
BREAK
ROOM
106
±108'-6 1/2"
22'-11 1/2"
307
301
TYP.
ETR
314
300
SALES REPLENISHMENT
104
RECEIVING AREA
105
20
'
-
7
1
/
2
"
36
'
-
9
"
60
'
-
0
"
20'-0"
4'-
0
"
317
(NEW)
TYP. OF (4)
318
TYP. OF
(8)
303
319
305
305
322
1
A4.0
3'-0"
CLEAR
6" YELLOW STRIPE
TO MATCH EXISTING,
TYP. BOTH SIDES
OF
D
R
.
C L
1
A3.0
8'-
5
"
±5
'
-
0
"
CL
E
A
R
CL
316
(EXISTING)
TYP. OF (6)
325
1
A5.1
300
ADJACENT TENANT SPACE
(N.I.C.)
ADJACENT TENANT SPACE
(N.I.C.)
301
301
302
310
01B
EX1
±1
4
3
'
-
6
"
B1
A1 A1A1
A1
±4
2
'
-
8
"
±3
5
'
-
0
"
±3
6
'
-
1
1
/
2
"
±110'-4"
±29'-0 1/2"±40'-6"±40'-6"
303
304
ETR
ETR
ETR
306
(EXISTING)
(EXIST.)
(EXISTING)
±3 1/2"
4'
-
0
"
4'
-
0
"
4'-
0
"
4'-
0
"
4'-
0
"
4'-
0
"
9"
8'
-
0
"
5'-9"
(EXISTING)
320
(EXISTING)
320
(EXISTING)
323
322
322 323
322 324
318
TYP. OF (2)
4'-
8
"
3'-0"8'-7"
324
1
A4.2
1
A4.3
2
A4.2
TYP.
304
TYP.
317
(NEW)
324324
324
311
311
313
315315
321
10
7
'
-
4
"
326
166'-6"326 326
20
'
-
0
"
(NEW)
3'-
0
"
CL
R
315 315
FLOOR PLAN
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LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
26'-7 1/2" (20'-0" MIN.)
400 SERIES FIXTURE PLAN KEY NOTES
C
D
E
2 3 4
MANAGED WASTE
15'-0"
2'-
1
0
"
7'-
0
"
6'-6"7'-9 1/4"
12
'
-
0
"
5'-8 3/4"
#1 #2 #3 #4
6'-6"
5
'
-
2
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38" x 6'-3"
x 8'-0"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
8
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
(B
R
I
D
G
E
)
PA
L
L
E
T
R
A
C
K
48
"
x
9
'
-
3
"
x
8
'
(BRIDGE)
PALLET RACK
48"x9'-3"x8'
(BRIDGE)
PALLET RACK
48"x9'-3"x8'
(BRIDGE)
PALLET RACK
48"x9'-3"x8'
(BRIDGE)
PALLET RACK
48"x9'-3"x8'
(BRIDGE)
PALLET RACK
48"x9'-3"x8'
6'-7"6'-10 1/4"
LARGE ITEM STORAGE
+/- 1,685 S.F.
RETURNS
RETURNSRETURNS
4'-2"4'-1"4'-0"4'-1"
4'-1 1/2"
4'-0"4'-7"4'-7"4'-0"3'-11"3'-11"3'-11"3'-11"
FF
TRAILER / RAMP /
CARGO DISPLAY 12
F4'
-
0
"
PROMO 1PROMO 2 PROMO 3
PC
S
SAFES
5'
-
0
"
6'-
2
"
8'-
0
"
4'-
6
"
4'-
6
"
5'-
0
"
5'-
0
"
16'-10 1/4"16'-5 1/4"8'-1 1/4"16'-3 1/2"16'-5 1/4"
8'-5"16'-7 1/4"24'-6 1/2"16'-3 1/2"17'-1 1/4"17'-1 1/4"
33
'
-
8
1
/
2
"
37
'
-
2
3
/
4
"
5'-0"5'-0"5'-0"5'-0"5'-9"5'-0"5'-8 1/4"5'-8"
6'-
2
"
4'-
2
1
/
2
"
5'-
1
0
"
(B
R
I
D
G
E
)
P.
R
A
C
K
48
"
x
4
'
-
6
"
x
8
'
(BRIDGE)
PALLET RACK
48"x9'-3"x8'
(BRIDGE)
PALLET RACK
48"x9'-3"x8'
(BRIDGE)
PALLET RACK
48"x9'-3"x8'
L
O
A
D
I
N
G
Z
O
N
E
-
N
O
P
A
R
K
I
N
G
38
"
x
6
'
-
3
"
x
8
'
-
0
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
(B
R
I
D
G
E
)
PA
L
L
E
T
R
A
C
K
48
"
x
9
'
-
3
"
x
8
'
38" x 6'-3"
x 8'-0"
4'-
3
1
/
2
"
38
"
x
6
'
-
3
"
x
8
'
-
0
"
4'-1"4'-1"
3'-0 1/4"3'-4 1/2"
17'-8 1/4"
CL
E
A
R
STORAGE 8L
CO
M
P
R
E
S
S
O
R
S
2
0
R
F
SB
GAU
T
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M
A
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1
6
L
BR
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1
6
L
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1
6
R
AU
T
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B
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1
6
R
HO
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H
O
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D
1
6
L
AU
T
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P
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W
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R
1
6
R
AI
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P
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I
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T
/
N
A
I
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R
1
6
L
D
CA
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T
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/
T
I
R
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S
1
6
R
TA
R
P
S
1
6
R
MO
V
I
N
G
8
R
L
H
O
B
B
Y
8
L
GL
O
V
E
S
1
6
R
SAFETY 16L
SB
G
SB
G
PT
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1 OP1
S#
2 OP2
PT
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**
*
TRAILER ACCY 16R
AI
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A
C
C
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1
2
R
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3
2
R
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**
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**
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**
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WINCH / HOISTS 16R
CO
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D
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6
L
DR
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1
6
L
SA
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1
6
L
PO
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I
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8
L
DR
I
L
L
I
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8
L
SP
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C
I
A
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T
Y
1
2
L
FASTENERS 16L TIE DOWNS 16L TOOL BAGS / BOXES 16L
BA BA BA
BABABA
BB
A
BB
A
B ABABA
B A B A B A
AF1 AF3AF2
AF7 AF11AF8
AW1
AW3AF4AF6AF9AF5AF10AW2
PT
*
PT
*
PT
*
PT
*
PT
*
PT
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E15 E16
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D
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F
F
WORK SUPPORTS 20R
FF D
F D D
MATERIAL HANDLING 20R
F F
F
TARPS
*
*
*
*
*
*******
*
*
*
*
*
*
*
*
*
UP UP UP UP
UP UP UP UP UP UP UP UP UP UP
UP UP UP UP UP UP UP UP UP
UP
UP
UP
UPUP
OPE
AF
MOV
BLNKT
1.REFER TO GENERAL NOTES ON SHEET A0.2 FOR ADDITIONAL INFORMATION
2.HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS
PRIOR TO SUBMITTING PROPOSALS AND COMMENCING WORK.
3.HFT GENERAL CONTRACTOR TO PROVIDE NON-COMBUSTIBLE CEILING AND WALL
BLOCKING AS NECESSARY.
4.HFT GENERAL CONTRACTOR TO INSTALL POWER POLES FOR CASH WRAPS.
LOCATIONS INDICATED ON PLAN. PRIOR TO INSTALLATION COORDINATE WITH
FIXTURE FABRICATOR.
5.HFT GENERAL CONTRACTOR TO FIELD SURVEY AND COORDINATE ACCESS OF
ALL MILLWORK WITH HARBOR FREIGHT TOOLS OPERATIONS / STORE DESIGN.
6.HFT GENERAL CONTRACTOR AND FIXTURE FABRICATOR TO COORDINATE WITH
APPROVED FIXTURE DRAWINGS.
7.HFT GENERAL CONTRACTOR TO COORDINATE WITH THE HARBOR FREIGHT
TOOLS CONSTRUCTION MANAGER FOR NEW FIXTURE DROP LOCATIONS, TYPES,
AND QUANTITIES.
8.ONLY GRAPHIC REPRESENTATIONS OF FIXTURES ARE SHOWN. ALL DIMENSIONS
ARE APPROXIMATE. COORDINATE WITH FIXTURE DESIGNER AND FOLLOW ALL
GOVERNING CODES FOR FINAL LOCATIONS AND PLACEMENT.
9.FIXTURE INSTALLER TO ADJUST FIXTURE LAYOUT AS REQUIRED TO
PROVIDE 44” CLEAR PAST ANY COLUMN U.N.O.
GENERAL NOTES
ENDCAPS TO BE 50.25" WIDE (TYP.) ALL
GONDOLAS TO BE ANCHORED TO SLAB
SALES
HIGH POINT LOW POINT
±21'-7" A.F.F.±19'-8" A.F.F.BOTTOM OF DECK
BOTTOM OF STRUCTURE
SPRINKLER LINES
SALES
REPLENISHMENT
BOTTOM OF DECK
BOTTOM OF STRUCTURE
SPRINKLER LINES
±19'-5" A.F.F.±17'-6" A.F.F.
@ EXIST. CLG. HT. ±15'-0" A.F.F.
AREA
±19-8" A.F.F.±18'-7" A.F.F.
±17'-6" A.F.F.±16'-5" A.F.F.
CLEARANCE HEIGHTS CHART
RECEIVING AREA CLEARANCE @ O.H. DOOR
CLEARANCE
±16'-10" A.F.F.
7'-9 1/2"
2'-0"
MIN.
1'
-
2
"
HO
L
D
SALES AREA SQUARE FOOTAGE
SALES REPLENISHMENT SQUARE FOOTAGE
OFFICE AREA SQUARE FOOTAGE
TOTAL OVERALL LEASE SQUARE FOOTAGE
9,495 S.F.
5,807 S.F.
651 S.F.
15,953 S.F.
SQUARE FOOTAGE BREAKDOWN
AW ADVERTISING 4 WAY 4'-0" A.F.F.
AF ADVERTISING FLAT 0'-0" A.F.F.
G GONDOLA 7'-0" A.F.F. (Consider all unmarked
fixtures to be Gondola's)
D DOUBLE TABLE 1'-9" A.F.F. - 3'-6" A.F.F.
S SINGLE TABLE 3'-6" A.F.F.
F FLAT DISPLAY MAT 0'-0" A.F.F.
XP EXTENDED PEG PANEL 7'-0" A.F.F.
PT POWER TOOL DISPLAY 7'-0" A.F.F.
AT AIR TOOL DISPLAY 7'-0" A.F.F.
MPR MOTOR/ PUMP RACK 7'-0" A.F.F.
B BOX STOCK ON DISPLAY FLAT -----
UP UPRIGHT PROTECTOR -----
HEIGHT
FIXTURE PLAN KEY
SYMBOL DESCRIPTION
4'-0"3'-0"3'-1"
FIXTURE PLAN
SCALE 3/32" = 1'-0"
401
407
409
408
12
A4.0
407
407411
406
410
402
TYP.
403
404405
412
2
A1.2
401.ABC, CLASS 2A: 20BC (MIN.) WALL MOUNTED FIRE EXTINGUISHER PER CODE. FIRE EXTINGUISHERS LOCATED TO
PROVIDE MAXIMUM FLOOR AREA PER UNIT OF 3,000 S.F. AND A MAXIMUM TRAVEL DISTANCE OF 75' AS SHOWN.
CONTRACTOR TO VERIFY FINAL LOCATIONS WITH FIRE MARSHAL.
402.FRONT/BACK OF HOUSE FIXTURES ANCHORED TO SLAB PER MANF. INSTRUCTIONS. VERIFY ADDITIONAL
REQUIREMENTS WITH THE HARBOR FREIGHT TOOLS CONSTRUCTION MANAGER. SEE A1.4, 1.5, 1.6, 1.7, 1.8, 1.9
AND 1.10 FOR ADDITIONAL INFORMATION. SHELVING AT SALES REPLENISHMENT RACKING TO BE OPEN WIRE
SHELVES.
403.CASH WRAP. HFT GENERAL CONTRACTOR TO VERIFY EXACT LOCATIONS WITH THE HARBOR FREIGHT TOOLS
CONSTRUCTION MANAGER. REFER TO THE ELECTRICAL DRAWINGS FOR ELECTRICAL REQUIREMENTS. INSTALL
ALL CASH WRAPS WITH A MAXIMUM COUNTER HEIGHT OF 34" A.F.F. FOR A MINIMUM COUNTER LENGTH OF 36"
PER ACCESSIBILITY CODES. SEE DETAIL 1/A1.2 FOR ADDITIONAL INFORMATION.
404.APPROXIMATE POWER POLE LOCATION. APPROXIMATE DECK AT POWER POLE IS 21'-5" IN HEIGHT. HFT
GENERAL CONTRACTOR TO CONFIRM CASH WRAP IS IN PROPER LOCATION PRIOR TO POWER POLE
INSTALLATION AND FINAL HOOK UP. E.C. TO PROVIDE AND INSTALL UNI-STRUT ATTACHED TO STRUCTURE FOR
SECURING POWER POLE IN PLACE. PAINT UNI-STRUT TO MATCH EXPOSED STRUCTURE.
405.CASH REGISTER
406.(1) 6'-0" AND (1) 7'-0" FACTORY GRAY COUNTER TOP FOR THE MANAGERS OFFICE DESK AND (2) 6'-0" FACTORY
GRAY COUNTER TOP FOR THE CASH ROOM DESK. SEE DETAIL 12/A4.0 FOR ADDITIONAL INFORMATION.
407.GRAY GROMMET IN COUNTER BY HFT GENERAL CONTRACTOR. VERIFY EXACT LOCATION W/ HFT.
408.APPROXIMATE LOCATION OF SAFE BY HFT.
409.APPROXIMATE LOCATION OF IT CABINET BY HFT.
410.PRINTER.
411."KRONOS SERIES 4000" TIME CLOCK. MOUNT CENTERED BETWEEN MANAGER OFFICE DOOR & WINDOW @ 44"
A.F.F.
412.LOCATION OF HFT FORKLIFT BATTERY CHARGER. SEE ELECTRICAL DRAWINGS & DETAIL 2/A1.2 FOR ADDITIONAL
INFORMATION.
413.LOCATION OF HFT FORKLIFT WATER TANK. SEE DETAIL 2/A1.2 .
414.LOCATION OF HFT EYE-WASH STATION. SEE DETAIL 2/A1.2.
415.APPROXIMATE LOCATION OF CART RETURN AREA.
416.BANNER STORAGE AND CHARGING STATION. SEE DETAIL 9/A4.0.
415
T.O. SIDEWALK
@ ±0'-0" B.F.F.
T.O. ASPHALT
@ ±0'-6" B.F.F.
N
VESTIBULE
100
SALES AREA
101
MANAGER'S
OFFICE
102
CASH
ROOM
103
WOMENS
107 MENS
108
BREAK
ROOM
106
SALES REPLENISHMENT
104RECEIVING AREA
105
ADJACENT TENANT SPACE
(N.I.C.)
ADJACENT TENANT SPACE
(N.I.C.)
(HIGH POINT)
ROOF DECK:
@ ± 21'-7"
401
401
401
(HIGH POINT)
ROOF DECK:
@ ± 21'-7"
402
TYP.
FINISH FLOOR
EL.: 0'-0"
FINISH FLOOR
EL.: 0'-0"
405
32'-1 1/2"
403
404405 405
407
406
401
414413
416
FINISH FLOOR
EL.: 0'-0"
401
@ EXIST. CLG. HT. ±15'-0" A.F.F.
FINISH PAD
EL.: 0'-0"
44"
MIN.
PLAN VIEW
BACK ELEVATIONSIDE ELEVATION
2'-
1
0
"
5'-0"
4'-0"
1'-
4
3
/
4
"
2"2"
2'-
0
"
1'-10 11/16"1'-10 11/16"
(2X) ACCESS PANEL
THROUGH BOTTOM
1'
-
1
1
"
5"
SCALE: 1/2" = 1'-0"
1
A1.2
ACCESSIBLE TRANSACTION COUNTER
ISOMETRIC VIEW
NOTE #2
NOTE #5
NOTE #2
NOTE #3
NOTE #3
1" BUMPER
BLACK
NOTE #5
NOTE #1
NOTE #4
TOP EDGES
NOTE #5
EDGES
NOTE #2
INTERIOR
NOTE #2
TAPE HARDWARE BAG INSIDE
BAG RACK
NOT INCLUDED.
NO SCREWS REQ'D
ISOMETRIC VIEW
1. MATERIAL: 27.0mm [1"] LAID UP PARTICLE BOARD COLOR TO MATCH PIONITE IVORY KID LG 110 1 SIDE; BACKER 1 SIDE (10-930-1400).
2. MATERIAL: 19.2mm [3/4"] MELAMINE PARTICLE BOARD COLOR TO MATCH FUNDER ALMOND 2 SIDES (10-910-0381).
3. MATERIAL: 19.2mm [3/4"] MELAMINE PARTICLE BOARD COLOR TO MATCH BLACK 2 SIDES (10-910-0001).
4. MATERIAL: 3.0mm x 1-5/16" IVORY KID LG 110 PVC (90-100-0623).
5. MATERIAL: 0.5mm x 15/16" ALMOND PVC (90-100-0022).
NOTES:
52
"
-
6
4
"
TO
P
O
F
B
R
A
C
K
E
T
METAL HANGING
BRACKET
6" Ø BOLLARD MAY
OCCUR, SEE
FIXTURE PLAN
FOR ADDITIONAL
INFORMATION
FORKLIFT
CHARGING STATION
EYE-WASH
STATION
SCALE: 1/2" = 1'-0"
2
A1.2
FORKLIFT CHARGER AND
EYEWASH STATION ELEV.
DISCONNECT,
SEE ELEC. FOR
ADDITIONAL
INFORMATION
4'
-
0
"
B
T
M
.
O
F
C
H
A
R
G
E
R
CL
6'-
0
"
B
T
M
.
O
F
W
A
L
L
M
O
U
N
T
SEE FIXTURE PLAN SEE FIXTURE PLAN
FORKLIFT
WATER TANK
NOTES:
HFT TO PROVIDE AND GENERAL CONTRACTOR TO INSTALL CHARGER, WATER TANK AND EYEWASH
STATION. CHARGER TO BE HARDWIRED. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
CLCL
8'-0" HIGH
OSB BACKING
FIXTURE PLAN
A1.2
HA
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SHEET NO.
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07/01/20
LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
101
102
104
105
NO.
106
107
108
MANAGER OFFICE
CASH ROOM
SALES AREA
ROOM NAME WALL BASE FLOOR CEILING
ROOM SCHEDULE
103
RB-1
RB-1
RB-1
RB-1
P-1, P-2, P-6
P-1
P-1
P-1
WOMEN'S RESTROOM
CON-1
MEN'S RESTROOM
BREAK ROOM
RECEIVING AREA CON-1
LVT-1
LVT-1
ACT-1
SALES REPLENISHMENT AS NOTED CON-1
ACT-1
ACT-1
LVT-1
WC-1 RB-1 ACT-2
RB-1
LVT-1
LVT-1
OPEN TO STRUCTURE (LANDLORD TO PAINT P-5)
VESTIBULE100 N/AP-1 C-2 ACT-2
P-1, P-2, P-6
P-1, P-2, P-6
FINISH SCHEDULE
P-1
P-2
WC-1
LATEX PAINT
PAINT SHERWIN - WILLIAMS
SW7006 EXTRA WHITE (SEMI-GLOSS)
SW7006 EXTRA WHITE (EGGSHELL)
KEY MATERIAL MFR.COLOR REMARKS
WALL
FINISH
FLOOR
FINISH
CON-1
RB-1BASE
CEILING
ACT-1 ACOUSTICAL
CEILING TILE
ARMSTRONG
SHERWIN - WILLIAMS
MARLITE (NO
SUBSTITUTIONS)
WHITE FACTORY FINISH
MISC.P-4 INDUSTRIAL ENAMEL SHERWIN - WILLIAMS SW7006 EXTRA WHITE (SEMI-GLOSS)
LVT-1
P-3 INDUSTRIAL ENAMEL SHERWIN - WILLIAMS HONORABLE BLUE #6811
P-6 PAINT -PRIMER WHITE
ACT-2 ACOUSTICAL
CEILING TILE
P-5 PAINT SHERWIN - WILLIAMS
FIBER REINFORCED PLASTIC
(FRP) TO CEILING
WHITE
BETON - 36" X 36" X 2.5 MM,
DRYBACK VINYL TILE
177 - AGGREGATEFLOORMAX USA
TRIM AND CUT AROUND ALL DISPENSERS &
MIRRORS WHICH OVERLAP FRP AND CAULK EDGES.
PROVIDE PVC TRIM MOLDING AT WALL BASE,
DIVISION SEAMS, INSIDE AND OUTSIDE CORNERS
AND EDGES. MITER TRIM AT ALL CORNERS AND
CAULK ALL EXPOSED EDGES OF MOLDINGS.
2' x 4' CORTEGA SQUARE LAY-IN TILE #769 w/
PRELUDE 15/16" EXPOSED TEE GRID.
JOINT WHERE VINYL TILE FLOOR MEETS 6" RUBBER
BASE TO BE SEALED WITH SILICONE SEALANT. SEE
LVT INSTALLATION NOTES ON SHEET A0.2 FOR
ADDITIONAL INFORMATION.
P-7 INDUSTRIAL ENAMEL SHERWIN - WILLIAMS SAFETY YELLOW (SEMI-GLOSS)
CONCRETE FLOOR SEALANT N/AHARBOR FREIGHT VENDOR
NATIONAL GYPSUM WHITE 2' x 4' GOLD BOND BRAND, GRIDSTONE 1/2"
FIRE-SHIELD GYPSUM CEILING PANELS w/
PRELUDE 15/16" EXPOSED TEE GRID.
GRIND AND POLISH ALL CONCRETE FLOORS AS
SPECIFIED ON SHEET A0.3
C-1 CARPET TILE MATWORKS - MONSTER TILE CHARCOAL
P-8 INDUSTRIAL ENAMEL SHERWIN - WILLIAMS SW6385 DOVER WHITE (SEMI-GLOSS)
NOTE:
GC SHALL USE HARBOR FREIGHT TOOLS NATIONAL PARENT ACCOUNT #7757 WHEN ORDERING PAINT.
UTILIZE PROMAR 200 (0 VOC) - NO SUBSTITUTIONS
SEE PLAN FOR EXTENTS OF FLOOR STRIPING
INTERIOR DOORS AND DOOR FRAMES
P-9 INDUSTRIAL ACRYLIC
POLYURETHANE
SHERWIN - WILLIAMS
(2) COATS SW BOND PLEX PRIMER &
FINISH IN ONE: SW2850 CHELSEA GRAY
FOR EXISTING METAL PANELS - PRE-FINISHED
USE SW DTM BONDING PRIMER
INDUSTRIAL HIGH
PERFORMANCE ACRYLIC
SHERWIN - WILLIAMSP-11
SHERWIN - WILLIAMS PREPRITE PROBLOCK PRIMER- NO SUBSTITUTIONS
P-6A SHERWIN - WILLIAMS PROMAR BLOCK FILLER- NO SUBSTITUTIONSPAINT -PRIMER WHITE
UTILIZE PROMAR 200 (0 VOC) - NO SUBSTITUTIONS
DRY FALL (FLAT WHITE)WATERBORNE ACRYLIC DRYFALL: UTILIZE
B42W00181 (LOW VOC) - NO SUBSTITUTIONS
NOTES:
1.STRUCTURE ABOVE TO BE CLEANED AND CLEARED OF DEBRIS. ALL EXPOSED STEEL STRUCTURE AND DECK TO
BE PAINTED, (P-5) BY LANDLORD.
2.ALL PREVIOUSLY PAINTED ITEMS TO BE PAINTED INCLUDING PIPING, DUCTWORK, CONDUIT, ETC.
3.ALL NEW WORK TO BE PAINTED, EXCLUDING NEW DUCTWORK / NEW HVAC DIFFUSERS. NEW CONDUIT TO BE
PAINTED IF ADJACENT SURFACE IS TO BE PAINTED.
4.ALL DOORS AND FRAMES TO BE PAINTED P-8.
5.ALL GYPSUM BOARD SURFACES TO BE PAINTED P-1.
6.ALL PREVIOUSLY PAINTED CMU (or CONCRETE) SURFACES TO BE PRIMED P-6, PAINTED P-2.
7.ALL BARE CMU (or CONCRETE) SURFACES TO BE PRIMED P-6A, PAINTED P-2.
8.PROVIDE A CLEAN, SMOOTH CONCRETE SURFACE FOR PROPER INSTALLATION OF ALL FLOOR FINISHES.
9.APPLICATIONS OF PAINT SHALL BE ONE COAT PRIMER AND TWO COATS PAINT (U.N.O.) PRIMER SHALL BE
SPECIFIED OR RECOMMENDED BY PAINT MANUFACTURER.
SHERWIN - WILLIAMSP-10 INDUSTRIAL ACRYLIC
POLYURETHANE
(2) COATS ACROLON 218 HS (GLOSS)-
SW6811 HONORABLE BLUE
(2) COATS ACROLON 218 HS (GLOSS)-
COLOR TO MATCH EXISTING ROOFING
FOR STEEL HANDRAILS USE
(1) COAT MACROPOXY 646 EPOXY PRIMER
FOR EXPOSED EXTERIOR STEEL USE
(1) COAT MACROPOXY 646 EPOXY PRIMER
C
D
E
2 3 4
L
O
A
D
I
N
G
Z
O
N
E
-
N
O
P
A
R
K
I
N
G
FINISH PLAN
SCALE 3/32" = 1'-0"
8'
-
0
"
8'
-
0
"
FLOORMAX USA (BLACK) CB-406" RUBBER BASE
WALL BASE TO BE INSTALLED ON ALL WALLS (EXCEPT
AT GLASS / ALUMINUM STOREFRONT) THROUGHOUT
SALES AREA. SEE PLAN FOR EXTENTS IN STOCK AREA.
TAG SCHEDULETAG SCHEDULE
SHADED LINE DESIGNATES AREAS TO RECEIVE 1/2" OSB
WAINSCOT TO 8'-0" A.F.F. - SEE PLAN FOR ADDITIONAL
INFORMATION.
MCCUE ZINC PLATED STEEL BOXRAIL HEAVY DUTY FLOOR
BUMPER INSTALLED PER MANF. RECOMMENDATIONS.
CORNER GUARD. SEE DETAIL 2/A1.3 FOR ADDITIONAL
INFORMATION. TYPES: A, B, C, D, E
DENOTES 700 WALL GUARD, AS MANUFACTURED BY INPRO,
"ANTIQUE WHITE, 0104." CENTERLINE OF RAIL MOUNTED @
32" A.F.F. PER MANF. RECOMMENDATIONS. MIN. RUN 2'-0".
HOLD WALL GUARD 2" FROM DOOR FRAMES AND CORNER
GUARDS SEE DETAIL 3/A1.3 FOR ADDITIONAL INFORMATION.
TERMINATE GUARDS WITH 701 END CAPS.
LINE INDICATES WOOD BLOCKING FOR WALL FIXTURES.
SHADED AREA INDICATES LOCATION OF WALL FIXTURES.
SEE DETAIL 1/A1.3 FOR ADDITIONAL INFORMATION.
DESCRIPTIONTAG
WG
BR
FB
OW
C_
CA- GUARD AT CORNER
CB- 5" AT OPENING
CC- 5-1/2" AT OPENING
CD- 7-3/8" AT OPENING
CE- 7-7/8" AT OPENING
INSTALL BASE "RB-1" WITHIN SALES REPLENISHMENT
AREA, DIMENSIONED LOCATION ONLYRB
AS NOTED
12'-0"TB
DIMENSIONS SHOWN FOR ESTIMATION OF MATERIALS
PURPOSES ONLY (TYP.)
INSTALL 2x4 WOOD BLOCKING AT 5'-5" A.F.F. TO
CENTERLINE, DIMENSIONED LOCATION ONLY. PAINT TO
MATCH P-1.
TB
C-2 CARPET TILE MATWORKS - MATSHIELD CHARCOAL
WC-1 ACT-2
N
VESTIBULE
100
SALES AREA
101
MANAGER'S
OFFICE
102
CASH
ROOM
103
WOMENS
107
MENS
108
BREAK
ROOM
106
SALES REPLENISHMENT
104
RECEIVING AREA
105
ADJACENT TENANT SPACE
(N.I.C.)
ADJACENT TENANT SPACE
(N.I.C.)
BR BR
CA23'-4"
11
'
-
6
1
/
2
"
WG
WG
16'-11 1/2"OW
CA±7
'
-
1
"
LINE INDICATES LIMIT
OF SALES / SALES
REPLENISHMENT
±1
0
'
-
2
1
/
2
"
OW
OW
OSB WAINSCOT TO
4'-0" A.F.F. THIS
LOCATION ONLY
78
'
-
0
"
2x
4
W
O
O
D
B
L
O
C
K
I
N
G
1'-
0
"
1'
-
0
"
FB
CACA
CACE
RB
RB
±3
6
'
-
9
"
OW
±7
'
-
1
0
1
/
2
"
49
'
-
1
"
2x
4
W
O
O
D
B
L
O
C
K
I
N
G
1"
1'-
0
"
FB
10
'
-
0
"
RB
25
'
-
7
"
2x
4
W
O
O
D
B
L
O
C
K
I
N
G
1"
1'-
6
"
FB
±2
0
'
-
7
1
/
2
"
OW
±108'-6 1/2"
OW
±2
5
'
-
1
1
"
OW
11
"
2'-
2
"
8'
-
0
1
/
2
"
±1
8
'
-
7
"
OW
±19'-3 1/2"
±1'-3"±2'-0"
OWOW
WG
OPEN TO STRUCTURE (LANDLORD TO PAINT P-5)
OPEN TO STRUCTURE (LANDLORD TO PAINT P-5)
4'-0"4'-0"
CONTINUOUS
2x4 WOOD
BLOCK (TYP.) -
BLOCKING MUST
BE INSTALLED
LEVEL & PLUMB
LINE OF EXISTING
-OR- NEW WALL -
SEE SHEET A1.1
FOR ADDITIONAL
INFORMATION
7"
HO
L
D
6'-
4
"
HO
L
D
NOTES:
DO NOT ANCHOR 2x4 WOOD
BLOCKING WITHIN 1'-0" FROM
ENDS OF THE 2x4s
BLOCKING SHALL BE
ATTACHED TO FIXTURE WALL
USING A MINIMUM OF 6
SCREWS -OR- ANCHORS
EVERY 10'-0"
4" LAG SCREWS SHALL BE
USED WHEN ATTACHING
BLOCKING TO STUD WALL
AFTER INSTALLATION OF
FIXTURES, SAWCUT EXCESS
2X4 BLOCKING AND PAINT
NEWLY EXPOSED END P-1.T.O. FLOOR
SCALE: 1/2" = 1'-0"
1
A1.3
FIXTURE WALL BLOCKING DETAIL
4" X 4" X 48" ALUM. DIAMOND
PLATE CORNER GUARDINPRO WALL GUARD
DOOR FRAME
2"2"
2"
DOOR (AS PER SCHEDULE)
NEW OR EXISTING STUD (TYP.)
GYP. BD. (TYP.)
INPRO WALL GUARD
DO NOT INSTALL
WALL GUARD IN
SECTIONS LESS
THAN 2'-0"
A1.3
2 CORNER GUARD DETAIL
SCALE: 1-1/2" = 1'-0"A1.3
3 WALL GUARD SPACING DETAILS
SCALE: 1-1/2" = 1'-0"
4" X 4" X 48" ALUM. DIAMOND
PLATE CORNER GUARD
NEW OR EXISTING STUD (TYP.)
GYP. BD. (TYP.)
GUARD AT WALL CORNER
48" HIGH ALUM. DIAMOND
PLATE CORNER GUARD
NEW OR EXISTING
STUD (TYP.)
GYP. BD. (TYP.)
GUARD AT WALL OPENING
CORNER GUARD TO BE FULLY
ADHERED TO WALL PER
MANUFACTURER'S STANDARDS.
FASTEN CORNER GUARD TO WALL IN
THE CENTER OF EACH FACE @ 0'-6"
A.F.F, 1'-6" A.F.F., 2'-6" A.F.F & 3'-6" A.F.F.
APPLY CLEAR
SILICONE CAULK
AT ALL EDGES,
INCLUDING TOP
APPLY CLEAR
SILICONE CAULK
AT ALL EDGES,
INCLUDING TOP
STAINLESS #8 1-1/4"
PAN HEAD TEK
SCREW, TYP.
STAINLESS #8
1-1/4" PAN HEAD
TEK SCREW, TYP.
FINISH PLAN
A1.3
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07/01/20
LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
F
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2
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4
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6
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10
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
2
0
1
4
2
DO NOT SCALE THESE DRAWINGS
0
7
/
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4
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6
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8
9
10
R
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0
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/
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
2
0
1
4
2
DO NOT SCALE THESE DRAWINGS
0
7
/
0
1
/
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2
3
4
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6
7
8
9
10
R
E
V
I
S
I
O
N
S
0
7
/
0
1
/
2
0
ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
2
0
1
4
2
DO NOT SCALE THESE DRAWINGS
0
7
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0
1
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#DATE TYPE
1
2
3
4
5
6
7
8
9
10
R
E
V
I
S
I
O
N
S
0
7
/
0
1
/
2
0
ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
2
0
1
4
2
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
2
0
1
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0
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9
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
2
0
1
4
2
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0
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#DATE TYPE
1
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3
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9
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
2
0
1
4
2
DO NOT SCALE THESE DRAWINGS
0
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#DATE TYPE
1
2
3
4
5
6
7
8
9
10
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
2
0
1
4
2
DO NOT SCALE THESE DRAWINGS
0
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3
4
5
6
7
8
9
10
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V
I
S
I
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0
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0
1
/
2
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
2
0
1
4
2
DO NOT SCALE THESE DRAWINGS
0
7
/
0
1
/
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0
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4'-0" MAX. FROM LAST
LIGHT TO WALL, TYP.
EQ. ON BOTH SIDES
1.REFER TO GENERAL NOTES OF SHEET A0.2 FOR ADDITIONAL INFORMATION.
2.HFT G.C. TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS AND COMMENCING
WORK.
3.HFT G.C. TO NOTIFY HFT PROJECT MANAGER IMMEDIATELY AFTER DEMOLITION OR START OF CONSTRUCTION, IF
PROPOSED CEILING HEIGHTS & MECHANICAL REQUIREMENTS CAN NOT BE ACHIEVED FOR ANY REASON.
4.HFT G.C.IS RESPONSIBLE FOR PATCHING & REPAIRING ALL FIREPROOFING AS REQUIRED DUE TO PRIOR TENANT
CONSTRUCTION AND DUE TO ANY NEW DEMOLITION OR NEW CONSTRUCTION TO MEET BOTH LANDLORD AND
BUILDING DEPARTMENT REQUIREMENTS.
5.HFT G.C. TO PROVIDE CEILING ACCESS PANELS AS REQUIRED TO ACCOMMODATE ELECTRICAL, PLUMBING,
SPRINKLER AND/OR MECHANICAL SERVICES THAT PASS THROUGH THE LEASED PREMISES. IE., J-BOXES, DUCT
SMOKE DETECTORS, FIRE DAMPERS, FLOW SWITCHES, UTILITY CONNECTION POINTS, ETC.
6.SUSPENSION WIRES SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 48" O.C.
7.ALL LAY-IN CEILING GRIDS SHALL BE CENTERED IN ROOM U.N.O.
8.SEE FP1.0 FOR SPRINKLER INFORMATION.
CEILING PLAN GENERAL NOTES
4'-0" MAX. FROM LAST LIGHT
ROW TO FIXTURES, TYP.
C
D
E
2 3 4
RTU 2
RTU 4
RTU 10
2' X 4' RECESSED LIGHT FIXTURE SEE
ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION
CEILING PLAN LEGEND
SUPPLY AIR DIFFUSER
SEE MECHANICAL PLANS FOR
ADDITIONAL INFORMATION
RETURN AIR DIFFUSER
SEE MECHANICAL PLANS FOR
ADDITIONAL INFORMATION
EXHAUST FAN
SEE MECHANICAL PLANS FOR
ADDITIONAL INFORMATION
8' SURFACE MOUNTED LIGHT FIXTURE
SEE ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION
ELECTRIC UNIT HEATER
SEE MECHANICAL PLANS FOR
ADDITIONAL INFORMATION
500 SERIES CEILING PLAN KEY NOTES
EXTERIOR WALL MOUNTED LIGHT
FIXTURE. SEE ELECTRICAL DRAWINGS
FOR ADDITIONAL INFORMATION
1'-6"
4' SURFACE MOUNTED LIGHT FIXTURE
SEE ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION
REFLECTED CEILING PLAN
SCALE 3/32" = 1'-0"
513
503
504
505
3
A5.1
501
505
503 506
501 505503
501
505
503
506
512
502
500.APPROXIMATE LOCATION OF HFT LEASE LINE.
501.2' x 4' SUSPENDED CEILING SYSTEM INSTALLED PER MANUFACTURERS SPECIFICATIONS, SEE FINISH
SCHEDULE ON A1.3 FOR ADDITIONAL INFORMATION. CEILING TO BE CENTERED IN ROOM U.N.O.
502.APPROXIMATE LOCATION OF EXISITNG HVAC ROOFTOP UNIT. REFER TO MECHANICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
503.RE-WORK EXISTING SPRINKLER SYSTEM TO WORK WITH ROOM LAYOUT. SEE FP1.0 FOR ADDITIONAL
INFORMATION.
504.EXPOSED STRUCTURE. REMOVE ANY UNUSED EQUIPMENT, WIRES, HANGERS, ETC. FROM STRUCTURE
AREA.
505.NEW LIGHT FIXTURES THROUGHOUT ENTIRE HFT SPACE, UNLESS NOTED OTHERWISE. SEE ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
506.SUPPLY AND RETURN AIR DIFFUSERS OCCUR AT ROOM LOCATIONS. SEE MECHANICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
507.MOUNT OX-BLUE CAMERA PER DETAIL 2 THIS SHEET, 12'-0" FROM CORNER OF THE SPACE AT 45° ACROSS
THE SALES AREA.
508.NOT USED.
509.EXISTING STANDING SEAM METAL ENTRY CANOPY. SEE SHEET A3.0 FOR ADDITIONAL INFORMATION.
510.EXISTING OVERHEAD COIL-UP DOOR HOUSING. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION.
511.NOT USED.
512.GYPSUM BOARD SHELF AT 8'-0" A.F.F. TO BE PAINTED. SEE SHEET A1.3 AND DETAIL 1/A4.1 FOR ADDITIONAL
INFORMATION.
513.ELECTRIC UNIT HEATER CABINET. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.
514.EXISTING WALL MOUNTED EXTERIOR LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
515.EXISTING CANOPY LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
516.EXISTING RTU'S AT ADJACENT TENANT SPACE TO REMAIN - NO WORK.
517.NEW GAS UNIT HEATER. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.
509
EXTERIOR SURFACE MOUNTED LIGHT
FIXTURE. SEE ELECTRICAL DRAWINGS
FOR ADDITIONAL INFORMATION
C
A
M
507
N
VESTIBULE
100
SALES AREA
101
MANAGER'S
OFFICE
102
CASH
ROOM
103
WOMENS
107
MENS
108
BREAK
ROOM
106
SALES REPLENISHMENT
104
RECEIVING AREA
105
LAY-IN CEILING
@ 8'-0" A.F.F.
LAY-IN CEILING
@ 8'-0" A.F.F.
LAY-IN CEILING
@ 8'-0" A.F.F.
LAY-IN CEILING
@ 8'-0" A.F.F.
LAY-IN CEILING
@ 8'-0" A.F.F.
LAY-IN CEILING
@ 10'-6" A.F.F.
OPEN TO
STRUCTURE
OPEN TO
STRUCTURE
OPEN TO
STRUCTURE
500
500
ADJACENT TENANT SPACE
(N.I.C.)
ADJACENT TENANT SPACE
(N.I.C.)
(EXISTING)
502
502
502
4'-0" MAX. FROM LAST
LIGHT TO WALL, TYP.
EQ. ON BOTH SIDES
2'-3"2'-3"
1'-1"
1'-6"2'-3"
4'
-
0
"
12
'
-
0
"
11
'
-
0
"
11
'
-
0
"
11
'
-
0
"
11
'
-
0
"
12
'
-
0
"
9'
-
2
"
8'-
8
"
8'
-
8
"
9'-
0
"
4'
-
5
1
/
2
"
502
502
4'
-
0
"
12
'
-
0
"
14'-11"4'-10 1/2"11'-11"11'-7"11'-7"11'-7"11'-1 1/2"12'-9 1/2"11'-11"6'-3"
8'-0"5'-8"5'-8"
EQ
.
EQ
.
3'
-
0
"
2'
-
1
"
2'-10"
503
504
505
510
(EXISTING)
(HIGH POINT)
ROOF DECK:
@ ± 21'-7"
(HIGH POINT)
ROOF DECK:
@ ± 21'-7"
ROOF DECK:
@ ± 21'-3"
ROOF DECK:
@ ± 19'-9"
514
514
514
514
515
TYP. OF
(6)
(EXISTING)
516
TYP.
516
TYP.
516
TYP.
517
SCALE: 3/4" = 1'-0"
OXBLUE MOUNTING DETAIL1
A2.0
3-5/8" 20 GA. METAL TRACK
MOUNTED TO ROOF DECK W/ (2)
#10 TEK SCREWS AT EACH RIB
ROOF DECK
EXISTING ROOFING
10
'
-
6
"
A
.
F
.
F
.
(1) #10 TEK SCREW AT TRACK TO
VERTICAL FLANGE CONNECTION
45°
14 GA. METAL CLIP ANGLE ATTACHED
TO TRACK AND VERTICAL STUD W/ (4)
#10 TEK SCREWS EACH (4) #10 TEK SCREWS AT EACH
STUD OVERLAP, TYP.
3-5/8" 20 GA. METAL STUDS,
TYP.
OXBLUE CAMERA AND
MOUNTING BRACKET
NOTE:
SECURE CORD TO JOIST/ CEILING SPACE TO
ENSURE CORD DOES NOT INTERFERE WITH
FIXTURE AND MERCHANDISING.
REFLECTED
CEILING PLAN
A2.0
HA
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07/01/20
LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
1.REFER TO GENERAL NOTES ON SHEET A0.2 FOR ADDITIONAL INFORMATION.
2.SIGNAGE PERMIT DRAWINGS TO BE SUBMITTED SEPARATELY.
3.HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO
SUBMITTING PROPOSALS AND COMMENCING WORK.
4.SIGNAGE SHOWN FOR REFERENCE ONLY - ACTUAL SIGNAGE SIZE AND TYPE TO BE
DETERMINED BY HFT AND LANDLORD
5.ALL SIGNAGE TO COMPLY WITH LANDLORD TENANT CRITERIA AND STATE / LOCAL CODES.
6.COORDINATE WITH SIGNAGE VENDOR FOR ANY SPECIFIC CRITERIA TO BE USED.
7.ALL SIGNAGE TO BE UL RATED.
8.EXISTING STOREFRONT CONSTRUCTION AND FINISHES TO REMAIN U.N.O.
9.WHERE A SURFACE IS NOTED TO BE PAINTED, PAINTING SHALL INCLUDE SURFACE
PREPARATION FOR PAINT ACCORDING TO PAINT MANUFACTURER RECOMMENDATIONS.
GENERAL NOTES
600.LOCATION OF LEASE LINE.
601.EXISTING DORMA BI-PARTING DOOR SYSTEM. SEE SHEETS A5.0 AND A5.1 FOR ADDITIONAL INFORMATION.
602.SIGNAGE BANNER. PROVIDE 3/8" GALVANIZED EYELETS SPACED AS SHOWN ON DETAIL 1/A3.1.
603.APPROXIMATE LOCATION OF HFT EXTERIOR BUILDING SIGN. BUILDING SIGNAGE PROVIDED AND INSTALLED BY HFT SIGN VENDOR.
HFT GENERAL CONTRACTOR TO COORDINATE ACTUAL SIGNAGE LOCATION WITH FINAL APPROVED BRANDBOOK. LOCATION AND
SIZE SHOWN ARE APPROXIMATE. ALL SIGNAGE IS BY SEPARATE PERMIT. G.C. TO PROVIDE AND INSTALL SIGNAGE BLOCKING AND
POWER AS COORDINATED WITH SIGNAGE VENDOR. G.C. RESPONSIBLE FOR PATCH AND REPAIR OF WALL / ROOF WHERE AFFECTED
BY SIGNAGE INSTALL. G.C. TO CONTRACT WITH LANDLORD'S ROOFING CONTRACTOR FOR ALL ROOFING WORK TO MAINTAIN ALL
ROOFING WARRANTIES.
604.EXISTING STANDING SEAM METAL ENTRY CANOPY BY PAC-CLAD IN "INTERSTATE BLUE".
605.EXISTING METAL CORRUGATED SIGNBOARD WITH METAL CORNICE, CENTERED OVER DORMA DOOR.
606.EXISTING ALUMINUM FRAME TRANSOM SYSTEM. SEE SHEET A5.1 FOR ADDITIONAL INFORMATION.
607.PROVIDE 8" HIGH WHITE VINYL NUMBERS STATING STREET ADDRESS IN HELVETICA FONT STYLE ON TRANSOM. SEE DOOR
SCHEDULE NOTES ON SHEETS A5.0 AND A5.1 FOR ADDITIONAL INFORMATION.
608.PROVIDE 6" HIGH VINYL LETTERING STATING "HFT" AND STREET ADDRESS IN HELVETICA FONT: COLOR TO CONTRAST WITH DOOR.
609.EXISTING 6" PIPE BOLLARD. SEE SHEET A1.1 FOR ADDITIONAL INFORMATION.
610.NOT USED.
611.EXISTING HOLLOW METAL DOOR AND FRAME TO BE PAINTED TO MATCH ADJACENT WALL FINISH. SEE SHEETS A1.3 AND A5.0 FOR
ADDITIONAL INFORMATION.
612.EXISTING OVERHEAD DOOR. SEE DOOR SCHEDULE ON SHEET A5.0 FOR ADDITIONAL INFORMATION.
613.NOT USED.
614.EXISTING CONCRETE WALK.
615.NEW GUTTER AND DOWNSPOUT AT RECEIVING AREA ENCLOSURE.
616.EXISTING COPING.
617.APPROXIMATE EXTENTS OF RECEIVING AREA ENCLOSURE. METAL CLADDING SIDING TO BE WHIRLWIND STEEL "SUPER SPAN" METAL
PANELS, AND STANDING SEAM METAL ROOFING, COLORS: TO MATCH ADJACENT OR APPROVED EQUAL. SEE SHEETS A4.2 AND A4.3
AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
618.NEW 8" PIPE BOLLARD. SEE SHEET A1.1 AND DETAIL 3/A4.1 FOR ADDITIONAL INFORMATION.
619.EXISTING ALUMINUM PANEL WITH WOOD FINISH.
620.EXISITNG WALL MOUNTED LIGHT FIXTURE.
600 SERIES ELEVATION KEY NOTES
602
F
FINISHED FLOOR
@ 0'-0" A.F.F.
TOP OF MASONRY
@ 23'-4" A.F.F.
E D C
611
HFT
530
608 611 612 618618
TYP.
OF (3)
617
(EXIST.)(EXIST.)
600
618
TYP.
OF (3)
SCALE: 1/8" = 1'-0"
WEST ELEVATION 1
A3.0
SCALE: 1/8" = 1'-0"
NORTH ELEVATION 2
A3.0
2 43
FINISHED FLOOR
@ 0'-0" A.F.F.
±110'-0"
TOP OF ALS PARAPET
@ 27'-4" A.F.F.
±40'-6"
TOP OF MASONRY
@ 23'-4" A.F.F.
±29'-0 1/4"
TOP OF PARAPET
@ 25'-8" A.F.F.
±40'-6"
(EXIST.)
530
606 601 607 609
TYP.
OF (6)
614
600
603
604
EXISINTG SIGNBOARD 60'-0"605
616
616
616
616
616
SCALE: 1/8" = 1'-0"
EXISTING WEST ELEVATION (PRIOR TO LANDLORD IMPROVEMENTS) 1
A3.0
618 619
620620 620620
COLOR LEGEND
EXISTING METAL CANOPY, BY LANDLORD - COLOR: HONORABLE BLUE,
OR EQUALMTL-1
DESCRIPTIONSYMBOL
EXISTING METAL COPING, BY LANDLORD - COLOR: HONORABLE BLUE,
OR EQUALMTL-2
EXISTING ALUMINUM PANEL WITH WOOD FINISH. KNOTWOOD CLADDING,
BY LANDLORDMTL-3
EXISTING CORRUGATED METAL PANEL, BY LANDLORD - COLOR: POLAR WHITE,
OR EQUALMTL-4
MTL-3 MTL-3MTL-1MTL-4
MTL-2
EXISTING COPING - COLOR: TBD BY LANDLORDTBD-2
TBD-1 TBD-1
TBD-2
TBD-2
EXISTING MASONRY - COLOR: TBD BY LANDLORDTBD-1
TBD-1
TBD-2
619605 605
EXTERIOR
ELEVATIONS
A3.0
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JOB NO.
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SHEET NO.
#
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P
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1 2 3 4 5 6 7 8 9 10
REVISIONS
07/01/20
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I
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G
S
07/01/20
LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
EXTENT OF STANDARD
BANNERS
LINE OF SIDEWALK
7'-0"7'-0"
TOP EYELET HEIGHT BOTTOM SCREW HOOK HEIGHT RIGHT/LEFT TETHER LENGTH
19'-0"10'-0"25'-0"
GALVANIZED SCREW HOOK
TETHER LENGTHS FOR THIS LOCATION
GALVANIZED EYELET
SCALE: 1/4" = 1'-0"
EYELET AND SCREW HOOK SPACING DETAIL1
A3.1
SCALE: 1/4" = 1'-0"
TETHER LENGTH CHARTA
A3.1
14'-0"
10
'
-
0
"
9'
-
0
"
NOTES
1.BANNER PULLEY SYSTEM TO REMAIN FOR FUTURE USE
2.HARBOR FREIGHT USES ONE STANDARD SIZE BANNER (4' X 12')
3.EYELETS FOR THIS BANNER TO BE GALVANIZED
4.ALL ITEMS SUPPLIED BY HFT, UNDER SKU #81487, EXCEPT (3) 5/16" X 4 1/4"
SCREW HOOKS AND (2) 5/16" X 4 1/4" EYELETS
5.G.C. TO ENSURE EYELETS ARE INSTALLED TO SUITABLE BLOCKING
MATERIAL AND CAPABLE OF WITHSTANDING WIND FORCES.
6.G.C. TO VERIFY WITH HFT P.M. IF EYELETS ARE ALLOWED PRIOR TO
INSTALLATION.
BANNER PULLEY INSTALLATION INSTRUCTION
1.REFER TO DETAIL A/A3.1 FOR EYELET/SCREW EYE SPACING AND 1/A3.1 FOR FULL PLACEMENT DETAIL.
2.INSTALL TWO EYELETS AT THE HIGHEST ELEVATION AND THREE SCREW HOOKS AT LOWEST ELEVATION. SEE DETAIL 2/A3.1 FOR
ADDITIONAL INFORMATION.
3.ATTACH PULLEY AND SNAP CLIP TO TOP EYELETS. SEE DETAIL 3/A3.1.
4.REFERRING TO CHART A/A3.1, CUT PROPER TETHER LENGTHS USING PROVIDED 8" DIAGONAL CUTTER TOOL.
5.AT ONE END OF EACH TETHER, SECURE FERRULES, USING PROVIDED 9.5" CRIMPING/CUTTING TOOL, ACCORDING TO DETAIL 4/A3.1.
ENSURE THE LAST FERRULE COVERS THE EXCESS TETHER TO AVOID STORE ASSOCIATE INJURIES.
6.TAKING THE OPEN END OF THE TETHER, FEED IT THROUGH THE PULLEY UNTIL IT IS ACCESSIBLE FROM THE GROUND.
7.FEED THE OPEN END THROUGH THE OPEN TETHER AND BACK CREATING A LOOP. DO NOT CRIMP THIS FERRULE YET. SEE DETAIL 5/A3.1.
8.REPEAT STEPS 5-7 TO CREATE THE CLOSED END OF THE BANNER PULLEY SYSTEM. SEE DETAIL 5/A3.1.
9.REPEAT STEPS 5-8 FOR THE OTHER TETHER.
10.CLIP THE CLASPS TO THE TOP AND BOTTOM GROMMETS OF BANNER AND HOIST TO IT'S HIGHEST POINT.
11.PULL THE TETHERS THROUGH THE BOTTOM EYE HOOKS, ADJUSTING THE UNCRIMPED FERREL AS NEEDED TO MAINTAIN THE LOOP
PREVIOUSLY CREATED. SEE DETAIL 6/A3.1.
12.USING THE BUNGEE CORDS HOOK ONE END INTO THE TETHER'S LOOP AND STRETCH IT AROUND THE CENTER SCREW HOOK AND HOOK
THE OTHER END INTO THE TETHER'S LOOP. DO NOT WRAP EXCESS BUNGEE AROUND CENTER SCREW HOOK, USE A SMALLER BUNGEE
CORD IF NEEDED.
13.CRIMP THE FERRULE USED TO CREATE THE LOOP TO SECURE THE LOOP IN PLACE.
14.FOR MORE INFORMATION REFFER TO THE INSTRUCTION GUIDE INCLUDED WITH BANNER PULLEY KIT.
ORIENTATION OF SCREW HOOKS IN FACADE. SEE NOTE 5.
SCREW HOOK WILL VARY PER FACADE MATERIAL.
LEFT SCREW HOOK CENTER SCREW HOOK RIGHT SCREW HOOK
TO
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SEE NOTE 5. EYELET WILL
VARY PER FACADE MATERIAL.
SCALE: 6" = 1'-0"
TETHER FERRULES "TOP" DETAIL4
A3.1
±4"
BURY END OF CABLE
IN THE LAST CRIMP
SCALE: 6" = 1'-0"
PULLEY AND EYELET DETAIL3
A3.1
SCALE: 6" = 1'-0"
TETHER FERRULES "BOTTOM" DETIAL5
A3.1
±4"
LEAVE THIS UNCRIMPED
UNTIL THE END OF ENTIRE
INSTALLATION
BURY END OF CABLE
IN THE LAST CRIMP
TETHER LOOP
TO
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SCALE: 6" = 1'-0"
SCREW HOOK ORIENTATION DETAIL2
A3.1
SCALE: 6" = 1'-0"
HOISTING DETAIL6
A3.1
BANNER DETAILS
A3.1
HA
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JOB NO.
DATE
SHEET NO.
#
DA
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P
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1 2 3 4 5 6 7 8 9 10
REVISIONS
07/01/20
AR
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20142
DO
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A
W
I
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S
07/01/20
LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
NOTES:
1.CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR
BACKGROUND.
2.CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM & SHALL BE SANS SERIF UPPERCASE CHARACTERS. CHARACTERS SHALL BE A MINIMUM OF 5/8"
AND A MAXIMUM OF 2" HIGH.
3.BRAILLE SHALL BE GRADE 2 AND SHALL COMPLY SIZE AND SPACING REQUIREMENTS IN THE ACCESSIBILITY CODE. BRAILLE CHARACTERS SHALL BE
LOCATED BELOW THE SIGN TEXT, WITH A 3/8" MINIMUM SPACE BETWEEN BRAILLE AND TEXT OR OTHER SIGNAGE ELEMENTS (BORDER, PICTOGRAM, ETC).
4.PICTOGRAMS SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE
PICTOGRAM FIELD SHALL BE A MINIMUM OF 6" IN HEIGHT.
SCALE: N.T.S.
6
A4.0
SIGN DETAILS
SCALE: 3/8" = 1'-0"
1
A4.0
ENLARGED RESTROOM / BREAK ROOM PLAN
1.SEE TYPICAL RESTROOM DETAILS THIS SHEET FOR
ADDITIONAL INFORMATION.
2.SEE A1.1, & 4.1 FOR KEY NOTE REFERENCES, WALL TYPE
REFERENCES, AND ADDITIONAL INFORMATION.
3.SEE PLUMBING SHEET FOR FIXTURE TYPES.
4.FURNISH ALL HARDWARE AS REQUIRED. PROVIDE
ADJUSTABLE SHELVES AND REQUIRED HARDWARE WHERE
SHOWN. (NO VISIBLE HARDWARE)
5.SEE ELECTRICAL & PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION
GENERAL NOTES
700 SERIES KEY NOTES
701.RESTROOM FIXTURES, SEE DETAILS 2, 3 & 5 / A4.0 AND
PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
702.DOTTED LINE INDICATES PROVIDE AND INSTALL WC-1 ON
WALL AS SHOWN. SEE FINISH SCHEDULE A1.3 FOR
ADDITIONAL INFO.
703.GREEN BOARD AND 20 GA. STAINLESS STEEL SHEET TO
EXTEND FROM FLOOR TO 4'-0" A.F.F. AT ALL DRINKING
FOUNTAIN WALLS. SEE DETAIL 4/A4.0 FOR ADDITIONAL
INFORMATION.
704.TOILET PAPER DISPENSER BOBRICK MODEL: #B-2840.
705.DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS FOR
ADDITIONAL INFORMATION.
706.WATER HEATER MOUNTED ABOVE MOP SINK ON SHELF.
SHELF TO BE MOUNTED AT 8'-0" A.F.F. REFER TO PLUMBING
DRAWINGS FOR MORE DETAILS.
707.FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR MORE
DETAILS. CONTRACTOR TO SLOPE FLOOR TOWARDS DRAIN,
(SLOPE NOT TO EXCEED 2%).
708.DASHED LINE INDICATES MIN. CLEAR FLOOR SPACE (TYP.)
709.CLEAR FLOOR SPACE CENTERED ON LOW DRINKING
FOUNTAIN.
710.MIRROR LOCATION. SEE DETAIL 7 THIS SHEET FOR
MOUNTING HEIGHTS AND DIMENSIONS.
711.NUMBERS INDICATE MINIMUM CLEAR AREA AT FLOOR SPACE
DIAGRAMS (TYP.)
712.REFRIGERATOR LOCATION.
713.APPROXIMATE LOCATION OF BREAKROOM TABLE BY HFT.
714.BREAK ROOM CABINETS: SEE DETAILS 10&11 THIS SHEET.
715.THINAIR HAND DRYER (110-120V, 7 AMPS), MODEL #TA-ABS,
WITH ANTI-MICROBIAL WALL GUARDS, ID #89S. SEE DETAIL 7
THIS SHEET FOR MOUNTING INFORMATION . SEE
ELECTRICAL DRAWINGS FOR ADDITIONAL INFO.
716.BREAKROOM SINK SEE P1.0 PLUMBING FIXTURES
SPECIFICATIONS.
717.MOP SINK - REFER TO PLUMBING DRAWINGS FOR
ADDITIONAL INFORMATION.
718.USE 58 GREEN BOARD IN PLACE OF 58 GYP BOARD AS NOTED.
719.GRAB BARS. SEE DETAILS 2, 3, & 8 / A4.0 FOR ADDITIONAL
INFORMATION.
720.SANITARY NAPKIN DISPOSAL BOBRICK MODEL: #B-270.
721.(2) 12" DEEP WHITE WIRE SHELVES FOR CLEANING SUPPLIES.
722.TOILET SEAT COVER DISPENSER TORK MODEL: #99A.
E
9"CL
TYPICAL ROOM / EXIT SIGNS
LATCH SIDE
OF DOOR
SIGN
TEXT
5'-
0
"
T
O
C
L
O
F
S
I
G
N
4
8
"
48"
1
2
"
48"
TYP.
TYP.
12"
48
"
48"
12"
30"
6'-0 1/2"
4'-0"
HOLD 6'-0 1/2"
16'-1"
8'
-
1
0
"
11
'
-
2
1
/
2
"
20
'
-
7
1
/
2
"
2'-0 1/2"
2'
-
7
"
30"
60"
2'-
0
"
(
T
Y
P
.
)
A1
A1
ETR
60"
59
"
30"
BREAKROOM
106
WOMENS ROOM
107
MENS ROOM
108
2'-5"
(TYP.)
A1
A1 A1
1
A4.1
10
A4.0
4
A4.0
6
A4.0
712
702 718
711
708
709
703
702
718
722
719
701
707
701
715
710
702 718
706717
TYP.
A1
(4
'
-
2
"
M
I
N
.
)
3'
-
8
"
TY
P
.
O
F
(
2
)
CL
4
721
B
ETR
B
1'
-
3
"
713
48
"
48
"
705
A1
48
"
59
"
48
"
A1
A
719
704
722
701
707
719
704
719
701
715
710
720
716714718
ETR
ETR
GRAB BAR SECTION8
A4.0 SCALE: N.T.S.
GRAB BAR SPECIFICATIONS:
BOBRICK B6806x36 (36" GRAB BAR BEHIND
WATER CLOSET)
BOBRICK B6806x42 (42" GRAB BAR AT WALL
ADJACENT TO WATER CLOSET)
WALL
1 1/4"
TO 2"
11
2"F.R.T. BLOCKING , TYP.
FOR ALL GRAB BAR
LOCATIONS
PEENED
GRIP
1
1
/
2
"
CL
R
.
1'-
0
"
C
L
R
.
F
R
O
M
AN
Y
O
B
S
T
R
U
C
T
I
O
N
ACCESSORY MOUNTING HEIGHTS7
A4.0 SCALE: 1/2" = 1'-0"
A4.0 A4.0SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"
OFFICE COUNTERTOP SECTION12
A4.0 SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
ACCESSIBLE WATER CLOSET ELEVATIONS3
A4.0
BREAK ROOM CASEWORK ELEVATION10
A4.0 SCALE: 1/2" = 1'-0"
2'-0"
10'-0"
2'-6"2'-9"2'-9"
4" H. PLAST. LAM.
BACKSPLASH
BASE CABINETS
W/ (1) ADJ. SHELF
RUBBER BASE OVER
4" HIGH TOE KICK
FINISHED END PANELS
TO MATCH FRONT
FACE
PLAST. LAM. FINISH
STRIP TO MATCH
COUNTER
2'-
1
0
"
PROVIDE 3"
FILLER STRIP
WHERE CAB.
MEETS WALL
34
"
T
O
P
O
F
R
I
M
1.REFER TO GENERAL NOTES OF SHEET A2.0 FOR ADDITIONAL INFORMATION
2.HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS
PRIOR TO SUBMITTING PROPOSALS AND COMMENCING WORK.
3.CABINETS WITH DOORS:
ALL PARTS EXPOSED TO VIEW SHALL BE COVERED WITH LAMINATED PLASTIC
FINISH. INSIDE OF CABINETS SHALL BE MELAMINE.
4.FURNISH ALL HARDWARE AS REQUIRED. PROVIDE ADJUSTABLE SHELVES AND
REQUIRED HARDWARE WHERE SHOWN. (NO VISIBLE HARDWARE)
5.PROVIDE ALL NECESSARY "IN-WALL" BLOCKING OR PLYWOOD BACKING AS
REQUIRED TO SUPPORT COUNTERS, SHELVING, CABINETRY, ETC.
6.PROVIDE SUPPORT BRACKETS AS REQUIRED AT ALL COUNTERS.
7.PROVIDE 'CUTOUT' AND/OR OPENINGS AS MAY BE REQUIRED FOR PLUMBING
FIXTURES, EQUIPMENT, ETC. VERIFY LOCATIONS WITH HFT.
8.PROVIDE OPENING IN COUNTERS W/ PLASTIC GROMMETS FOR WIRING AT
ELECTRIC & DATA OUTLETS AS MAY BE REQUIRED, VERIFY LOCATIONS WITH
HFT.
9.SEE DRAWING A1.2 FOR CASEWORK & COUNTERTOP LOCATIONS.
10.PROVIDE RUBBER BASE OVER TOE KICK.
11.OPEN SHELVING: ALL SHELVING UNITS, EDGES OF SHELVES AND VERTICAL
SUPPORTS SHALL HAVE PLASTIC LAMINATE FINISH ON ALL SURFACES
EXPOSED TO VIEW.
12.G.C. TO SILICON AROUND SINK AND AT ALL BACKSPLASH EDGES AND SEAMS
WITH CLEAR SILICONE.
CASEWORK NOTES
11
A4.0 SCALE: 1/2" = 1'-0"
COUNTERTOP SECTION @ SINK
ACCESSIBLE DRINKING FOUNTAIN ELEVATIONS45
17" - 25"
4'-0"
9"
M
I
N
.
HOT WATER AND DRAIN PIPES UNDER
LAVATORIES SHALL BE INSULATED OR
OTHERWISE CONFIGURED TO PROTECT
AGAINST CONTACT PER ADA REGULATIONS
NO OTHER FIXTURES
PERMITTED IN CLEAR
FLOOR AREA
ELEVATION PLAN
ACCESSIBLE LAVATORY PLAN & ELEVATION
2'
-
6
"
6" MAX.8" MIN.
1'-
6
"
℄
RESTROOM WALL
3'-
4
"
B
T
M
.
O
F
RE
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
3'
-
4
"
T
O
O
P
E
R
A
B
L
E
P
A
R
T
O
F
AC
C
E
S
S
O
R
Y
W
H
E
R
E
OB
S
T
R
U
C
T
E
D
B
Y
CO
U
N
T
E
R
O
R
S
I
N
K
1'-
3
"
-
4
'
-
0
"
T
O
O
P
E
R
A
B
L
E
PA
R
T
O
F
A
C
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E
S
S
O
R
Y
WH
E
R
E
U
N
O
B
S
T
R
U
C
T
E
D
ACCESSORY
ACCESSORY
6'-
2
"
M
I
N
.
T
O
R
E
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
OVER
LAVATORY
MIRROR
3'-
4
"
M
A
X
T
O
RE
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
2'
-
1
0
"
COAT
HOOK
DI
M
E
N
S
I
O
N
O
F
FO
R
W
A
R
D
R
E
A
C
H
1
'
-
3
"
-
4
'
-
0
"
WH
E
R
E
U
N
O
B
S
T
R
U
C
T
E
D
MIRROR SPECIFICATIONS:
SENTRY MIRROR - (24" x 36")
www.sentrymirror.com
ACCESSIBLE TOILET2
A4.0 SCALE: 1/2" = 1'-0"
NO OTHER FIXTURES
PERMITTED IN CLEAR
FLOOR AREA
3'-
0
"
T.
O
.
G
R
I
P
P
I
N
G
S
U
R
F
A
C
E
1'-0"
CLCL
GRAB
BARS
SANITARY NAPKIN
DISPENSER - WOMEN'S
ROOM ONLY
2'-
6
"
3'-0"
2'-0"
3'-0"
1'-6"
CL
3
A4.0
3
A4.0
11
A4.0
72" COUNTER ON
SINK SIDE
1'-
6
"
T.
O
.
S
E
A
T
56" MIN.
60
"
M
I
N
.
50" MIN. CLEAR SPACE AT
FRONT OF WATER CLOSET
2'
-
1
0
"
T
O
R
I
M
O
F
S
I
N
K
2'
-
3
"
M
I
N
.
4" H. PLAST. LAM. BACKSPLASH
PLAST. LAM. COUNTER
PLAST. LAM.
APRON
ALUMINUM 'U' PANEL RETAINERS
REMOVABLE PLAST. LAM. PLUMBING
ACCESS PANEL. FABRICATE
CONNECTORS AS REQUIRED SO
THAT PANEL MAY BE REMOVED TO
SERVICE PLUMBING BEHIND.
ALUMINUM CLIP ANGLE
FINISHED FLOOR
4" HIGH RUBBER BASE
SILICONE CAULKING AT ALL JOINTS
ON BACKSPLASH, TYP.
CABINET DOOR
BEYOND
2'-
1
0
"
5"
1'-
6
"
9"
1'-5"
2'-1"
8"
±2
'
-
1
"
5" MAX.
1'-5" MIN.
FRONT ELEVATION SIDE ELEVATION
DUPLEX
RECEPTACLE - SEE
ELECTRICAL
DRAWINGS
CL
7/8"
6" MAX.8" MIN.
9"
M
I
N
.
2'
-
3
"
4'-
0
"
LINE OF FULLY
ADHERED STAINLESS
STEEL SHEET
4'-0" - ALCOVE
LINE OF FULLY
ADHERED STAINLESS
STEEL SHEET
3'-
0
"
MA
X
.
T
O
S
P
O
U
T
O
U
T
L
E
T
3'-
6
"
TO
S
P
O
U
T
O
U
T
L
E
T
PROVIDE CLEAR
SILICONE AT ALL
MATERIAL JOINTS AND
DRINKING FOUNTAIN
PROVIDE CLEAR
SILICONE AT ALL
MATERIAL JOINTS
AND DRINKING
FOUNTAIN
WALL BASE TO BE
INSTALLED OVER
STAINLESS STEEL
WAINSCOT AND
BEHIND CORNER
GUARD
CORNER GUARD TO BE INSTALLED
OVER STAINLESS STEEL
HAND
DRYER
THINAIR HAND
DRYER ID#TA-ABS
4'-
0
"
M
A
X
.
T
O
BO
T
T
O
M
O
F
U
N
I
T
1'
-
6
"
3'
-
1
0
"
℄
DASHED LINE
INDICATES 2X WOOD
BLOCKING, TYP.
℄
(4) 18-8 #8 X 1-3/4"
ROUNDED HEAD
STAINLESS STEEL
SCREWS
2"
TOP OF STAINLESS STEEL
MOUNTED AT BOTTOM OF
HAND DRYER
1'
-
7
"
TO
O
U
T
L
E
T
TOILET PAPER
DISPENSER
CL
SEE DETAIL 8/A4.0
FOR BLOCKING
AT GRAB BARS
9"CL
C L
C L
1'-
6
"
1'-0"3'-6"CL
3'-4"CL
4'-6"
3'
-
4
"
5'-0"
DISPENSERCL
TOILET SEAT COVER
DISPENSER
C L
2'-
4
"
1-
1
/
2
"
MI
N
.
1'-3" MIN.
25"
4"
4"2'
-
6
"
H
O
L
D
2 1/2"
1" THICK GRAY
LAMINATE COUNTERTOP
SUPPORT PANEL @ 4'-0"
O.C. MAX. FINISH TO
MATCH COUNTERTOP
CONT. 2X4 CLEAT ATTACHED
TO WALL, PAINT P-1
4" HIGH, 3/4" THICK GRAY
LAMINATE BACKSPLASH,
SILICONE CAULKING AT
ALL JOINTS, TYP.
(2) 2" GRAY PLASTIC
GROMMETS PER COUNTER-
TOP, EQUALLY SPACED.
SQUARE
EDGE ON
COUNTERTOP,
NO BULLNOSE
WINDOW OCCURS SEE
FRAME TYPE 2/A5.0 FOR
ADDITIONAL INFORMATION
3'
-
4
"
NOTE: REMOVABLE STOP SHALL
OCCUR ON OFFICE SIDE OF WINDOW.
3'
-
0
"
SCALE: 1/2" = 1'-0"
9
A4.0
BANNER AND CHARGING STATION
4'
-
0
"
2'
-
6
"
3/4" X 4' X 3' PLYWOOD
PROVIDED AND INSTALLED
BY G.C. MOUNT TO 2X4
BLOCKING AND PAINT P-1
PER FINISH SCHEDULE ON
SHEET A1.3
℄ OF 2X4 BLOCKING
BANNERS STORED IN
COUPLING
AREA FOR
CHARGING STATIONS
QUAD RECEPTACLE, SEE
ELECTRICAL DRAWINGS
QUAD RECEPTACLE, SEE
ELECTRICAL DRAWINGS
℄ OF 2X4 BLOCKING
℄ OF 2X4 BLOCKING
4'-
3
3
/
4
"
6'
-
8
1
/
4
"
2X4 BLOCKING MOUNTED
TO WALL AT TOP AND
BOTTOM OF PLYWOOD
APPROXIMATE LOCATION
OF CHARGERS. G.C. TO
MOUNT PER HFT
OPERATIONS DIRECTION
G.C. TO MOUNT 4'
12-OUTLET POWER STRIP
TO TOP AND BOTTOM OF
PLYWOOD
(2) 60" LENGTHS OF 2X4
BLOCKING MOUNTED TO WALL
WITH (12) 4" PVC COUPLINGS
MOUNTED TO FACE OF BLOCKING
A4.0
HA
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JOB NO.
DATE
SHEET NO.
#
DA
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P
E
1 2 3 4 5 6 7 8 9 10
REVISIONS
07/01/20
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S
07/01/20
LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
SECTIONS &
DETAILS
TRENCH/ SAWCUT
SLAB
EXISTING
SLAB
4
A4.1
TRENCHED SLAB DOWEL PLAN
SCALE: NONESCALE: NONE
5
A4.1
TYPICAL SLAB PATCH DETAIL
1'-
6
"
TY
P
.
NOTE:
REINFORCING
NOT SHOWN
FOR CLARITY
4000 PSI CONCRETE SLAB
TO MATCH EXISTING, SEE
REINFORCING CHART FOR
SLABS OVER 3'-0" WIDE, SEE
STRUCTURAL DRAWINGS
V.
I
.
F
.
EXISTING SLAB
SLAB THICKNESS
t < 4"
4" < t < 6"
REINFORCING
4x4 W2.9xW2.9 W.W.M.
#4 @ 18" O.C. EA. WAYNOTE: PATCH AND MATCH
FINISHED FLOOR SLAB WITH
EXISTING AS REQUIRED
#4 X 18" DOWELS @ 18" O.C. WITH
MIN. 6" EMBED. INTO EXISTING SLAB
USING APPROVED EPOXY. (APPLY
DOWELS ALONG ENTIRE PATCH
PERIMETER AND APPLY BONDING
AGENT TO ALL CONCRETE SURFACES
ABUTTING NEW CONCRETE. SEE
STRUCTURAL DRAWINGS.
5
A4.1
1/2"
PRE-MOLD
YELLOW BOLLARD SLEEVE BY IDEAL SHIELD, MODEL #
BPD-YL-06-52-S. 1-866-825-8659, www.idealshield.com
FIELD CUT TO 48" HIGH. (MAIN ENTRY BOLLARDS ONLY,
ATTACH W/ ADHESIVE STRIPS)
CONCRETE TO BE RAISED (EXCEPT @ MAIN ENTRY BOLLARDS)
STEEL PIPE FILLED w/ CONC. AND EMBEDDED IN CONC.
FOOTING. SEE PLANS FOR BOLLARD SIZE.
BITUMINOUS JOINT AROUND PIPE (ONLY WHEN INSTALLED
IN CONC.)
PATCH AND REPAIR TO MATCH ADJACENT
SURFACES (TYP.)
3000 PSI CONCRETE, SEE STRUCTURAL DRAWINGS
TOP OF EXISTING SLAB
PAINT SAFETY YELLOW (EXCEPT @ MAIN ENTRY BOLLARDS)
1'-4" @ 6" DIA. BOLLARD
1'-6" @ 8" DIA. BOLLARD
1'-
0
"
M
I
N
.
3'-
0
"
E
M
B
E
D
M
E
N
T
4'-
0
"
-
T
.
O
.
B
O
L
L
A
R
D
1'-0" @ 6" DIA. BOLLARD
1'-2" @ 8" DIA. BOLLARD
1'-4" @ 6" DIA. BOLLARD
1'-6" @ 8" DIA. BOLLARD
SCALE: 1/2"=1'-0"
3
A4.1
BOLLARD DETAIL
COMPACTED AGGREGATE
MATCHING DEPTH OF SLAB
COMPACTED SUBGRADE
NEW 10 MIL. POLYETHYLENE VAPOR
BARRIER @ UNDERSIDE OF SLAB
SCALE: 1" = 1'-0"
WALL TYPE A, A1A
A4.1
WALL TYPE NOTES
SCALE: 1" = 1'-0"
WALL TYPE B, B1B
A4.1
6"
END GYP. BD 6" ABOVE
SUSPENDED CEILING
CONT. 20 GA. STEEL TOP TRACK
SCHEDULED BASE
FINISHED FLOOR
5/8" GYP. BD.
2-1/2" RIGID INSULATION
CONT. 2-1/2" x 20 GA. STEEL TRACK
8'-
6
"
SUSPENDED CEILING, SEE
A1.3 & A2.0 FOR
ADDITIONAL INFORMATION
2-1/2" x 20 GA. METAL STUDS
@ 24" O.C.
EXISTING WALL. REFER
TO SHEET A1.1 FOR
ADDITIONAL INFORMATION
GYP. BD. CONTINUES TO
DECK IF SUSPENDED
CEILING DOES NOT OCCUR
SCHEDULED BASE
FINISHED FLOOR
5/8" GYP. BD.
3-1/2" BATT INSULATION
3-5/8" X 20 GA.METAL STUDS @ 16" O.C.
SUSPENDED CEILING MAY
OCCUR, SEE A1.3 & A2.0
FOR ADDITIONAL
INFORMATION
EXISTING DECK
END GYP. BD 6" ABOVE
SUSPENDED CEILING
CONT. 3-5/8" X 20 GA.STEEL TRACK
SEE DETAIL 2/A4.1 FOR
BRACING AT UNSHEATHED
STUD FLANGES
6"
3-5/8" X 20 GA.STEEL TRACK
NOTE: GYP. BD. TO EXTEND TO DECK ON ONE
SIDE OF WALL AT EACH CASH ROOM WALL.
NOTE: STOP STUDS @ 6" ABOVE SUSPENDED
CEILING BETWEEN TOILET ROOMS.
NOTE: WALL TYPE A1: 6" X 20 GA. METAL
STUDS @ 16" O.C w/ 6" X 20 GA. STEEL TRACK
(TOP & BOTTOM) & 6" BATT INSULATION.
NOTE: WALL TYPE B1: 3-5/8" X 20 GA.
METAL STUDS @ 24" O.C. w/ 3-5/8" X 20
GA. STEEL TRACK (TOP & BOTTOM) &
3-1/2" BATT INSULATION.NOTE: GYP. BD. CONTROL JOINTS REQUIRED AT
30'-0" O.C. MAX. REFERENCE DETAIL 7/A4.1
1.REFER TO GENERAL NOTES ON SHEET A0.2 FOR ADDITIONAL INFORMATION.
2.HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS AND COMMENCING
WORK.
3.THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS WHERE THE STUD MANUFACTURES RECOMMENDATIONS OR
LOCAL ORDINANCES ARE MORE RESTRICTIVE, THEY SHALL APPLY.
4.TYPICAL FASTENERS:
4A. METAL STUDS TO METAL STUDS OR TRACKS: # -18 X 1/2" SMS /2 WITH PHIL PAN HEAD FOR 25 GA. OR 20 GA. #10 - 16 X 9/16" SMS/3
WITH PHIL PAN HEAD FOR INTERCONNECTION OF 18 GA. OR 16 GA.
4B. METAL STUDS OR TRACKS TO WOOD PURLINS, GIRDERS & BEAMS: #14-10 X 1 1/2" H.W.H. TYPE "S" METAL -TO- WOOD SMS.
4C. METAL STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE STEEL, WIDE FLANGE COLUMNS, BEAMS, GIRDERS, ETC.): SMS/3 OR
SMS/4 - GAUGE AND LENGTH AS REQUIRED FOR THE COMBINED THICKNESS OF THE FRAMING TO BE DRILLED.
4D. PLYWOOD TO METAL STUDS: #10 - 24 X 3/4" SMS/3 (PLYMETAL SMS) WITH THIN WAFER HEAD.
4E. GYP. BOARD TO METAL STUDS: #7 X 1 1/4" HI-LO TYPE "S" BUGLE HEAD SCREWS FOR 3/8" TO 5/8" GYP. BOARD TO 25 GAUGE OR 20
GAUGE STUDS. #6 X 1 1/4" TYPE S-12 BUGLE HEAD SCREWS FOR 3/8" TO 5/8" TO 18 GA. OR 16 GA. METAL STUDS OR TRACKS.
4F. CONCRETE TO METAL STUDS: 0.157" DIA. SHOT PIN WITH MIN. 3/4" EMBEDMENT @ 16" O.C. SPACING. SEE STRUCTURAL.
5. ALL GYPSUM BOARD RETURNS SHALL HAVE METAL CORNER BEADS MINIMUM FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL
CONSTRUCTION ABOVE FINISHED CEILING AND AS NOTED ELSEWHERE SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE
AND FIRE CAULKED AT U.L. RATED PARTITIONS. ALL DRY-WALL JOINTS ABOVE FINISHED CEILING SHALL BE "FIRE TAPED." ALL
MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE OF THE DECK STRUCTURE ABOVE. ALL
PLUMBING CHASES UNLESS OTHERWISE NOTED SHALL EXTEND ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO
STRUCTURE. ALL VERTICAL DIMENSIONS SHOWN ARE TO THE TOP OF THE SLAB, UNLESS NOTED OTHERWISE.
6.DRYWALL CONTROL JOINTS ARE TO BE INSTALLED AT MINIMUM 30'-0" O.C. AT PARTITIONS AND ELSEWHERE AS NOTED.
7.AT PARTITIONS HIGHER THAN 12'-0" PROVIDE HORIZONTAL LATERAL BRACING WITH 1 1/2" 16GA. COLD ROLLED CHANNELS AT 8'-0" O.C.
VERT. ANCHORED TO STUDS. SEE DETAIL 2 THIS SHEET FOR ADDITIONAL INFORMATION.
8.ALL HFT FRAMING SHALL BE METAL STUDS.
9.ALL WOOD IS TO BE FIRE RETARDANT TREATED.
10.ALL RATED WALLS TO FOLLOW UL DESIGN # U419.
11.REFER TO STRUCTURAL DRAWINGS FOR CONCRETE AND REINFORCING SPECIFICATIONS.
12.REFER TO SHEET S1.0 ON STRUCTURAL DRAWINGS FOR APPROVED ADHESIVE ANCHORING SYSTEMS.
SCALE: 1" = 1'-0"
MOP SINK - HWH SHELF DETAIL1
A4.1
5/8" MOISTURE
RESISTANT GREEN BD.
MOP SINK
3-5/8" X 20 GA. STEEL JOISTS @ 16" O.C.
8'
-
0
"
A
.
F
.
F
.
SCHEDULED BASE
FINISHED FLOOR
5'-
0
"
A
.
F
.
F
.
T
O
T
O
P
O
F
S
H
E
L
F
12" WHITE WIRE SHELF AND
BRACKETS MOUNTED ON
WHITE STANDARDS
SUSPENDED ACT CEILING,
SEE SHEETS A1.3 & A2.0 FOR
ADDITIONAL INFORMATION
END GYP. BD 6" ABOVE
SUSPENDED CEILING
A1
6'-
6
"
A
.
F
.
F
.
T
O
T
O
P
O
F
S
H
E
L
F
5/8" MOISTURE
RESISTANT GREEN BD.
3-5/8" X 20 GA. STEEL TRACK
5/8" F.R. PLYWOOD, PAINT
P-2
WC-1 TO GYP. BD SHELF. SEE
FINISH SCHEDULE ON A1.3 FOR
ADDITIONAL INFORMATION, TYP.
6"
A1
METAL STUD
5'
-
0
"
O
.
C
.
S
P
A
C
I
N
G
M
A
X
.
TRADE READY SPAZZER 9200
SPACING BAR
NOTE: BRACING OCCURS WHERE INDICATED
ON WALL TYPE DETAILS AND AT MID-POINT
OF WALLS BETWEEN END OF GYPSUM BOARD
ABOVE CEILING AND THE STRUCTURE ABOVE,
TYP.
SCALE: N.T.S.
LATERAL BRACING @ FREE - STANDING WALLS2
A4.1
NOTE: ONLY OCCURS AT UNSHEATHED
FLANGES.
SCALE: 3"=1'-0"
GYPSUM BOARD CONTROL JOINT DETAIL7
A4.1
30'-0" MAX.
METAL STUD (SEE WALL TYPE)
BATT INSULATION
PRE-MANUFACTURED
CONTROL JOINT. INSTALL
PER MANUFACTURER'S
RECOMMENDATIONS
5/8" GYP. BD.
5/8" GYP. BD.
METAL STUD WALL:
SIZE VARIES.
(SEE WALL TYPES)
NOTE: CONTROL JOINTS
TO BE INSTALLED @ 30'-0"
O.C. MAXIMUM
SCALE: 3" = 1'-0"
NOT USED6
A4.1
A4.1
HA
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S
JOB NO.
DATE
SHEET NO.
#
DA
T
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TY
P
E
1 2 3 4 5 6 7 8 9 10
REVISIONS
07/01/20
AR
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,
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.
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W
I
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S
07/01/20
LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
WALL TYPES &
DETAILS
14
'
-
0
"
M
I
N
.
O
P
E
N
I
N
G
SCALE: 1/2"=1'-0"
1
A4.2
CONCRETE RECEIVING PAD SECTION
20'-0"
2
A4.3
3
A4.3
20'-0"
COMPACTED
SUBGRADE
6" COMPACTED
AGGREGATE
8" PIPE BOLLARD - SEE DETAIL 3/A4.1
EXPANSION JOINT
EXISTING FOUNDATION
1% MIN. SLOPE AWAY FROM DOOR
#4 x 18" DOWELS @ 18" O.C.
W/ MIN. 6" EMBED INTO
EXISTING SLAB USING
APPROVED EPOXY. SEE
STRUCTURAL DRAWINGS.
SCALE: 1/2"=1'-0"
2
A4.2
CONCRETE RECEIVING PAD SECTION
6" THICK FIBER REINFORCED CONCRETE
RECEIVING PAD. SLOPE PAD 1":20" MAX.
TO ALIGN WITH EXISTING ASPHALT
PAVEMENT, SEE STRUCTURAL DRAWINGS
CONCRETE FOOTING AND
STEMWALL, TYP. SEE
STRUCTURAL DRAWINGS
4
A4.3
METAL FLASHING
3
A4.3
6" THICK FIBER REINFORCED CONCRETE
RECEIVING PAD. SLOPE PAD 1":20" MAX. SEE
STRUCTURAL DRAWINGS
#4 x 18" DOWELS @ 18" O.C. W/ MIN. 6" EMBED
INTO EXISTING SLAB USING APPROVED
EPOXY. SEE STRUCTURAL DRAWINGS
PATCH AND REPAIR LAWN
AREA AND WATERING PLAN
TO MATCH AND ALIGN W/
EXISTING AS REQUIRED
CONCRETE FOOTING AND
STEMWALL, TYP. SEE
STRUCTURAL DRAWINGS
1:48 MIN. SLOPE
8" PIPE BOLLARD - SEE DETAIL 3/A4.1RECEIVING AREA ENCLOSURE.
SEE SHEET A4.3 AND
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
EXISTING HOLLOW METAL DOOR
- SEE DOOR SCHEDULE ON
SHEET A5.0
STEEL JOISTS - SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION
FULL HEIGHT 5/8" FRT EXTERIOR
GRADE PLYWOOD SHEATHING AT
INTERIOR SIDE OF ENCLOSURE.
PAINT TO MATCH P-5
G.C. TO SOURCE AND PROVIDE FREEZER
CURTAIN AT RECEIVING AREA EXTERIOR
OPENING
T.O. STEEL
VARIES - 16'-0" @ LP
B.O. BOX BEAM HEADER
@ 14'-0" A.F.F. MIN.
CONCRETE FOOTING AND
STEMWALL, TYP. SEE
STRUCTURAL DRAWINGS
COMPACTED
SUBGRADE
6" COMPACTED
AGGREGATE
T.O. STEEL LOW POINT
@ 16'-0" A.F.F. MIN.
NEW BOX BEAM HEADER - SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION
B.O. BOX BEAM HEADER
@ 14'-0" A.F.F. MIN.
NEW STEEL JOISTS MINIMUM OF 14'-0"
A.F.F. CLEAR - SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION
RECEIVING AREA ENCLOSURE.
SEE SHEET A4.3 AND
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
FULL HEIGHT 5/8" FRT EXTERIOR
GRADE PLYWOOD SHEATHING AT
INTERIOR SIDE OF ENCLOSURE.
PAINT TO MATCH P-5
LINE OF EXISTING EXTERIOR
WALL BEYOND
14
'
-
0
"
M
I
N
.
O
P
E
N
I
N
G
PATCH AND REPAIR LAWN
AREA AND WATERING PLAN
TO MATCH AND ALIGN W/
EXISTING AS REQUIRED
A4.2
HA
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B
O
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F
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I
G
H
T
T
O
O
L
S
JOB NO.
DATE
SHEET NO.
#
DA
T
E
TY
P
E
1 2 3 4 5 6 7 8 9 10
REVISIONS
07/01/20
AR
C
H
I
T
E
C
T
S
,
I
N
C
.
17
7
1
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LICENSED
ARCHITECT
AR.985888
KURT LOUIS SCHMITZ
STATE OF IDAHO
MISC. DETAILS
SCALE: 1/2"=1'-0"
1
A4.3
RECEIVING ENCLOSURE PLAN
20
'
-
0
"
5
A4.3
20'-0"
TYP.
2'-0"2'-0"
7"
EXISTING OVERHEAD DOOR - SEE
DOOR SCHEDULE ON SHEET A5.0
EXISTING HOLLOW METAL DOOR - SEE
DOOR SCHEDULE ON SHEET A5.0
METAL STUD WALL. SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
METAL CLADDING. SEE
SHEET A3.0 FOR ADDITIONAL
INFORMATION.
4" ALUMINUM GUTTER SYSTEM
4" ALUMINUM DOWNSPOUT.
EXTEND DOWNSPOUT TO DRAIN
AWAY FROM NEW ENCLOSURE.
EXISTING CONCRETE RECEIVING PAD.
PATCH AND REPAIR LAWN AREA
AND WATERING PLAN
1'
-
0
"
1'-0"
1'
-
0
"
1'-0"
16'-0"W X 14'-0"H (CLEAR)
8"Ø CONCRETE BOLLARD, TYP.
SEE DETAIL 3/A4.1 FOR
ADDITIONAL INFORMATION.
EXISTING BUILDING STRUCTURE
8"Ø CONCRETE BOLLARD, TYP.
SEE DETAIL 3/A4.1 FOR
ADDITIONAL INFORMATION.
PATCH AND REPAIR LAWN AREA
AND WATERING PLAN
1'-6"2'-0"
1'-6"2'-0"
8'-
0
"
CLEAR AREAS FOR
ASSISTED RESCUE
BRAKE METAL FLASHING,
COLOR TO MATCH METAL
CLADDING.
CONTINUOUS BEAD OF SEALANT
4" ALUMINUM GUTTER SYSTEM
AND 4" DOWNSPOUT INSTALLED
PER MANUFACTURER
RECOMMENDATIONS.
RECEIVING ENCLOSURE GUTTER DETAIL4
A4.3 SCALE: 1 1/2" = 1'-0"
RECEIVING ENCLOSURE JAMB DETAIL5
A4.3 SCALE: 1 1/2" = 1'-0"
12 GA. MTL. CHANNEL - BRAKE IN FIELD
TO MATCH EXISTING WALL THICKNESS
AND RETURN 2 1/2" MIN. PARALLEL TO
FACE OF WALL, PREP. AND PAINT P-4 PER
FINISH SCHEDULE ON SHEET A1.3
METAL CLADDING. SEE SHEET A3.0
FOR ADDITIONAL INFORMATION
EXTERIOR FIRE RETARDENT
GRADE PLYWOOD. SEE
STRUCTURAL DRAWINGS
EXTERIOR FIRE RETARDENT
GRADE PLYWOOD. SEE
STRUCTURAL DRAWINGS
BRAKE METAL FLASHING, COLOR
TO MATCH METAL CLADDING.
METAL CLADDING ROOF. SEE
SHEET A3.0 FOR ADDITIONAL
INFORMATION.
METAL DECK - SEE
STRUCTURAL DRAWINGS
STEEL BEAM - SEE STRUCTURAL
DRAWINGS
EXTERIOR FIRE RETARDENT GRADE
PLYWOOD. SEE STRUCTURAL DRAWINGS.
2" METAL STUDS ATTACHED TO
TOP AND BOTTOM FLANGE OF
STEEL BEAM
RECEIVING ENCLOSURE DRIP EDGE DETAIL2
A4.3 SCALE: 1 1/2" = 1'-0"
CORNER TRIM. INSTALL PER
MANUF'S RECOMMENDATIONS.
COLOR TO MATCH METAL CLADDING
T.O. STEEL L.P.
@ 16'-0" A.F.F.
16'-0" MIN. TO TOP OF STUD
WALL AT LOW POINT
T.O. STEEL L.P.
@ 14'-0" A.F.F.
NEW BOX BEAM HEADER - SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION
STEEL JOIST - SEE
STRUCTURAL DRAWINGS
BASE TRIM. INSTALL PER
MANUF'S RECOMMENDATIONS.
COLOR TO MATCH METAL
CLADDING
BASE TRIM. INSTALL PER
MANUF'S RECOMMENDATIONS.
COLOR TO MATCH METAL
CLADDING
G.C. TO PROVIDE AND INSTALL
NEW FREEZER CURTAIN
2 1/2" MIN.,
TYP.
2'-0"
METAL CLADDING ROOF. SEE
SHEET A3.0 FOR ADDITIONAL
INFORMATION.
METAL DECK - SEE
STRUCTURAL DRAWINGS
METAL STUD WALL - SEE
STRUCTURAL DRAWINGS
STEEL COLUMN - SEE
STRUCTURAL DRAWINGS
METAL STUD WALL - SEE
STRUCTURAL DRAWINGS
5/8" FRT EXTERIOR GRADE
PLYWOOD SHEATHING TO 8'-0"
A.F.F. AT INTERIOR
1"
RECEIVING ENCLOSURE BASE DETAIL3
A4.3 SCALE: 1 1/2" = 1'-0"
EXTERIOR FIRE RETARDENT GRADE
PLYWOOD. SEE STRUCTURAL DRAWINGS
METAL STUD WALL. SEE
STRUCTURAL DRAWINGS.
BASE TRIM. INSTALL PER MANUF'S
RECOMMENDATIONS. COLOR TO
MATCH METAL CLADDING
METAL CLADDING. SEE SHEET
A3.0 FOR ADDITIONAL
INFORMATION
CONCRETE PAD. SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
CONCRETE STEMWALL. SEE
STRUCTURAL DRAWINGS.
METAL STUD FRAMING - SEE
STRUCTURAL DRAWINGS
1/4" TEK SCREWS AT 24" O.C
PATCH AND REPAIR LAWN AREA
AND WATERING PLAN TO MATCH
AND ALIGN W/ EXISTING AS
REQUIRED
ICE AND WATER SHIELD
OCCURS. EXTEND BACK 24"
FROM EDGE OF ROOF TYP.
ICE AND WATER SHIELD
OCCURS. EXTEND BACK 24"
FROM EDGE OF ROOF TYP.
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LICENSED
ARCHITECT
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KURT LOUIS SCHMITZ
STATE OF IDAHO
CONCRETE AND
RECEIVING
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EXISTING CHAIN OPERATED INS
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ARCHITECTS, INC.
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ARCHITECTS, INC.
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1
STRUCTURAL DESIGN CRITERIA
A. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "INTERNATIONAL BUILDING CODE (GOVERNING CODE)",
2015 EDITION, HEREAFTER REFERRED TO AS THE GOVERNING CODE. THIS INCLUDES ADOPTED AND MODIFIED BY THE LOCAL
BUILDING DEPARTMENT WITH AUTHORITY HAVING JURISDICTION.
1. REFER TO CHAPTER 35 OF THE GOVERNING CODE FOR ALL CURRENT REFERENCE STANDARDS BASED ON THE GOVERNING
CODE. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A
SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM
COMPLIANCE WITH THE ENTIRE STANDARD. ALL SPECIFICATIONS AND CODES NOTED SHALL BE THE LATEST APPROVED
EDITIONS AND REVISIONS BY THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT.
2. RISK CATEGORY:= II
B.ROOF DESIGN DATA
1. ROOF DEAD LOAD:= 20 PSF
2. ROOF LIVE LOAD:= 20 PSF
3. GROUND SNOW LOAD, (Pg):= 50 PSF
4. FLAT ROOF SNOW LOAD, (Pf):= 39 PSF
5. SNOW IMPORTANCE FACTOR, (Is):= 1.0
6. SNOW EXPOSURE FACTOR, (Ce):= 1.0
7. THERMAL FACTOR, (Ct):= 1.1
8. SLOPE FACTORS(S), (Cs):= 1.0
9. SEE FRAMING PLANS FOR DRIFT LOCATION, WIDTHS AND LOADS IF APPLICABLE.
C.FLOOR DESIGN DATA
1. FLOOR DEAD LOAD: = N/A
2. FLOOR LIVE LOAD:= N/A
D.EARTHQUAKE DESIGN DATA
1. MAPPED SPECTRAL RESPONSE ACC. FOR SHORT PERIOD, (Ss):= 0.446 G
2. MAPPED SPECTRAL RESPONSE ACC. FOR 1-SEC PERIOD, (S1):= 0.157 G
3. DESIGN SPECTRAL RESPONSE ACC. FOR SHORT PERIOD, (Sds):= 0.429 G
4. DESIGN SPECTRAL RESPONSE ACC. FOR 1 PERIOD, (Sd1):= 0.228 G
5. SITE CLASS:= D
6. SEISMIC DESIGN CATEGORY:= D
7. SEISMIC IMPORTANCE FACTOR, (Ie):= 1.0
8. SEISMIC RESPONSE COEFFICIENT(S), (Cs):= N/A
9. RESPONSE MODIFICATION COEFFICIENT(S), (R):= 6.00
10. BASIC SEISMIC-FORCE-RESISTING-SYSTEM(S): = MECHANICAL UNIT
11. DESIGN BASE SHEAR(S):= N/A
12. ANALYSIS PROCEDURE USED:= N/A
E.WIND DESIGN DATA
1. ULTIMATE DESIGN WIND SPEED (VULT):= 115 MPH
2. NOMINAL DESIGN WIND SPEED (VASD):= 89 MPH
3. WIND IMPORTANCE FACTOR, (Iw):= 1.0
4. WIND EXPOSURE:= C
5. INTERNAL PRESSURE COEFFICIENT(S):= 0.18
6. UNFACTORED COMPONENTS & CLADDING ROOF PRESSURE:= N/A
7. UNFACTORED COMPONENTS & CLADDING WALL PRESSURE:= N/A
F.SOILS DESIGN DATA
1. ALLOWABLE SOIL BEARING PRESSURE:= 1500 PSF (ASSUMED)
2. MINIMUM FROST/BEARING DEPTH:= 36 IN
3. GEOTECHNICAL REPORT PREPARED BY, (REPORT #):= N/A
G.SPECIAL DESIGN DATA
1. SEE PLANS FOR ALL EQUIPMENT DESIGN WEIGHTS.
A. ALL FOOTING AND FOUNDATION DESIGNS ARE BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSF. ALL BUILDING
SHALLOW SPREAD FOUNDATIONS SYSTEMS SHALL BEAR ON COMPETENT NATIVE SOILS. IF THE SITE HAS A LOWER BEARING
CAPACITY THAN LISTED, THEN FOUNDATION PLAN WILL NEED TO BE REDESIGNED.
B. ALL CONTINUOUS SPREAD AND ISOLATED FOOTINGS SHALL BE FOUNDED ON COMPETENT NATIVE SOIL OR STRUCTURAL FILL.
C. IT IS RECOMMENDED THAT ALL GRADING, EXCAVATION, PLACEMENT OF STRUCTURAL FILL AND INSTALLATION OF FOUNDATIONS
BE PERFORMED UNDER THE INSPECTION AND TESTING OF A QUALIFIED GEOTECHNICAL CONSULTANT DURING THE CRITICAL
STAGES OF CONSTRUCTION.
D. ALL CONCRETE SLABS SHALL HAVE REINFORCING PER PLANS & CONTROL JOINTS @ 10'-0" O.C. SPACING MAX RE: , AND
SHALL BE FOUNDED ON MATERIALS COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD PROCTOR AT
OPTIMUM MOISTURE AND PLACED IN 8" LIFTS.
E. FOR ANY PIPING OR OTHER SITE RELATED UTILITIES RUNNING ALONG SIDE OR PENETRATING THROUGH THE FOUNDATIONS OR
STEMWALLS, RE: .
F. PROVIDE ADEQUATE TEMPORARY BRACING OF FOUNDATION RETAINING WALLS DURING BACKFILL PRIOR TO INSTALLATION OF
MAIN FLOOR FRAMING. WALL DESIGNS ARE BASED ON TOP OF WALL RESTRAINED BY FINISHED FLOOR SYSTEM.
G. PROVIDE ADEQUATE DRAINAGE BEHIND ALL WALLS TO ALLEVIATE ANY STANDING WATER.
H. MINIMUM CONCRETE SLAB THICKNESS IS 4".
I. A MINIMUM FROST DEPTH 36" FROM LOWEST ADJACENT FINISH GRADE TO BOTTOM OF FOOTING SHALL BE MAINTAINED FOR
ALL EXTERIOR FOOTINGS, CONTRACTOR SHALL COORDINATE AND VERIFY.
/2 S3.0
/4 S3.0
A. ALL ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR SUPPORTS AND SPACERS, SHALL BE IN ACCORDANCE WITH
THE LATEST ACI 315 DETAILING MANUAL.
B. ASTM A615, GRADE 40 (#3 REBAR OR SMALLER), ASTM A615, GRADE 60 (#4 REBAR OR LARGER), ASTM A185, GRADE 65 (WELDED WIRE
FABRIC SHEETS). BARS TO BE WELDED SHALL BE ASTM A706, GRADE 60.
C. DIMENSIONS OF REINFORCING ARE TO BAR CENTERLINES U.N.O. IN DRAWINGS.
D. MINIMUM CLEAR PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS:
1. CONCRETE PLACED DIRECTLY AGAINST EARTH:= 3"
2. FORMED SURFACES AND EXPOSED TO EXTERIOR (#5 BARS OR SMALLER):= 2"
3. INTERIOR FACE OF WALLS:= 1 1/2"
E. ALL REINFORCEMENT SHALL BE COLD BENT, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL AND ENGINEER OF RECORD.
REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE OR MASONRY SHALL NOT BE FIELD BENT, UNLESS PERMITTED BY THE BUILDING
OFFICIAL AND ENGINEER OF RECORD RE:
F. MINIMUM REINFORCING LAP SPLICES/DEVELOPMENT LENGTHS (F'C = 3,000 PSI):
BAR SIZE HOOK LENGTH (IN) DEVL./SPLICE LENGTH (IN)
3 6 21
4 8 28
5 10 36
6 12 48
/1 S3.0
A. ALL STEEL CONSTRUCTION SHALL CONFORM TO REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF AISC, " AMERICAN INSTITUTE OF STEEL CONSTRUCTION",
AISC 341-10, " SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, INCLUDING SUPPLEMENT NO 1, DATED 2010" AND AISC 360-10, "SPECIFICATIONS FOR
STRUCTURAL STEEL BUILDINGS".
B. STEEL DESIGNATIONS:
1. WIDE FLANGE SHAPES (BEAMS & COLUMNS)= ASTM A992 (GRADE 50)
2. OTHER ROLLED SHAPES & PLATE = ASTM A36 (U.N.O.) PIPE
3. COLUMNS = ASTM A53, GRADE 'B'
4. STRUCTURAL HSS TUBING = ASTM A500, GRADE 'B' 46 KSI
C. ALL ANCHOR BOLTS, BOLTS AND LAGS IN WOOD SHALL CONFORM TO ASTM A307 STEEL U.N.O. AND SHALL HAVE STEEL WASHERS BENEATH ALL NUTS AND BOLT
HEADS. IF A CERTAIN SITUATION IS NOT DETAILED USE A SIMILAR DETAIL. ALL STRUCTURAL BOLTS SHALL CONFORM TO ASTM A325-N. CONNECTIONS SHALL
GENERALLY FOLLOW THE TYPES SHOWN IN AISC MANUAL OF STEEL CONSTRUCTION.
D. STEEL FABRICATOR SHALL ALSO INCLUDE AND COORDINATE ALL STRUCTURAL STEEL SHOWN ON ARCHITECTURAL SHEETS WITH THAT OF THE STRUCTURAL
SHEETS, COORDINATE ANY STEEL NOT SHOWN ON STRUCTURAL DRAWINGS, CONTRACTOR TO VERIFY.
E. ALL BEAMS ELEVATIONS FOR JOISTS, BEAMS, AND COLUMN HEIGHTS SHALL BE COORDINATED AND VERIFIED BY THE CONTRACTOR. cw/ ARCH. ALL ELEVATIONS
MUST BE APPROVED BY ENGINEER AND ARCHITECT OF RECORD IN THE SHOP DRAWING REVIEW PROCESS.
F. ALL STEEL WELDING SHALL CONFORM TO AWS D1.1 WITH E70XX ELECTRODES.
G. PROVIDE HIGH STRENGTH GROUT UNDER ALL STEEL BASE PLATES, F'c = 5,000 PSI, MIN.
A. ALL WELDS ON MEMBERS COMPRISING THE SEISMIC-FORCE-RESISTING SYSTEM (MOMENT AND BRACE FRAMES) SHALL EMPLOY WELD FILLER METALS
CLASSIFIED FOR NOMINAL 70 KSI TENSILE STRENGTH, REFERRED TO AS E70 ELECTRODES, MEETING THE FOLLOWING MINIMUM MECHANICAL PROPERTY
REQUIREMENTS:
1. CVN TOUGHNESS OF 20 FT-LB AT 0°F, USING AWS A5 CLASSIFICATION TEST METHODS.
2. CVN TOUGHNESS OF 40 FT-LB AT 70°F, USING THE TEST PROCEDURES PRESCRIBED IN APPENDIX A.
3. YIELD STRENGTH: 58 KSI MINIMUM, USING BOTH THE AWS A5 CLASSIFICATION TEST (FOR E70 CLASSIFICATION ELECTRODES) AND THE TEST
PROCEDURES PRESCRIBED IN APPENDIX A.
4. TENSILE STRENGTH: 70 KSI MINIMUM, USING BOTH THE AWS A5 CLASSIFICATION TEST ( FOR E70 CLASSIFICATION ELECTRODES" AND THE TEST
PROCEDURES PRESCRIBED IN APPENDIX A.
5. ELONGATION: 22% MINIMUM, USING BOTH THE AWS A5 CLASSIFICATION TEST AND THE TEST PROCEDURES PRESCRIBED IN APPENDIX A.
ABBREVIATIONS
LC INCH
INSULATION
INTERIOR
JOINT
KNOCKOUT
CENTERLINE
DIAMETER OR ROUND
RENOVATE
NEW
FUTURE
EXISTING HEATING VENTILATING AND AIR
CONDITIONING
LINEAL FEET OR FOOT
LAMINATE
LOW POINT
MACHINE BOLT
POUNDS
MANHOLE
SQUARE
MECHANICAL
MAXIMUM
METAL
MANUFACTURER
MISCELLANEOUS
MINIMUM
BOTTOM OF
BETWEEN
BOTTOM OF CONCRETE
ARCHITECTURAL
ALTERNATIVE
ADJUSTABLE
ALUMINUM
AGGREGATE
ABOVE
APPROXIMATE
NUMBER OR POUND
AT
ANCHOR BOLT
ABOVE FINISH FLOOR
NOT IN CONTRACT
MATERIAL
NORTH
NOT TO SCALE
NUMBER
NOMINAL
NEAR SIDE
OVER
OVER ALL
OVERHEAD
OUTSIDE DIAMETER
OPPOSITE HAND
OPENING
ON CENTER
NEAR SIDE
BOTTOM
COLUMN
CONCRETE OPENING
CONCRETE MASONRY UNIT
CAST IRON
CAST IN PLACE
CENTER TO CENTER
CLEAR
COUNTERSUNK
CEILING
BEAM
BLOCK
BUILDING
BOARD
BUILT-UP
MOUNTED
LAMINATED VENEER LUMBER
LONG LEG VERTICAL
LONG LEG HORIZONTAL
MASONRY OPENING
PERPENDICULAR
PROPERTY LINE
PARTICLE
OPPOSITE
OUNCE
POINT
PLATE
PLYWOOD
RADIUS OR RISER
ROOF DRAIN
REINFORCE(D)
REQUIRED
ROUGH OPENING
CORRIDOR
ECCENTRICALLY BRACED FRAME
EACH
DRAWING
DOWN
DIMENSION
EXPANSION JOINT
EXPANSION BOLT
DEFORMED BAR ANCHOR
DETAIL
DEEP
DIAGONAL
DIAMETER
COORDINATE WITH
CONTINUOUS
STAINLESS STEEL
SOLID CORE
SECTION
SHEET
SCHEDULE
STRUCTURAL
SQUARE
STANDARD
SYMMETRICAL
TOP OF BEAM
SUSPENDED
SPECIFICATIONS
FACE OF MASONRY
FACE OF TREAD
FACE OF STUDS
ELEVATOR
FACE OF CURB/CONCRETE
FACE OF
FLAT BAR
EXTERIOR
EXPANSION
EQUIPMENT
FACE OF FINISH
FLOOR DRAIN
EQUAL
ELECTRICAL
ELEVATION ROOM
SQUARE FEET OR FOOT
REFERENCE (CW/)
TONGUE & GROOVE
SIMILAR OR SIMILAR TO
PRE-ENGINEERED METAL BUILDING
PARALLEL STRAND LUMBER
TOP OF DECK
TOP OF SLAB
TOP OF MASONRY
TYPICAL
THICKNESS
TOP OF WALL
VERIFY IN FIELD
VERTICAL
WITHOUT
WIDE
WOOD
WITHHIGH
HEADED CONCRETE ANCHOR
HORIZONTAL
HIGH POINT
GALVANIZED
FURRING
GAUGE OR GAGE
FIRE TREATED WOOD
GYPSUM
FLOOR(ING)
FOOTING
FLASHING
FINISH
FAR SIDE
FOOT OR FEET
WORK POINT
HEIGHT
INSIDE DIAMETER
HOUR WELDED WIRE FABRIC
UNLESS OTHERWISE NOTED
UNLESS NOTED OTHERWISE
UNIFORM BUILDING CODE
FOUNDATION TOP OF CURB/CONCRETE
CONCRETE
PART.
CORR.
U.B.C.
U.N.O.
U.O.N.
P.S.L.
PRE-ENG.
W/H.
HR.
HT.
I.D.
H.C.A.
HORIZ.
H.P.
W.W.F.
WD.
W.P.
W.
W/O
F.O.M.
GALV.
FURR.
GA.
FTW.
GYP.
FL.
FTG.
FLASH.
FDN.
FIN.
F.S.
FT.
F.O.T.
F.O.S.
ELEV.
F.O.C.
F.O.
F.B.
EXT.
EXP.
EQUIP.
F.O.F.
F.D.
EQ.
E.B.E.
ELEC.
EL.
EA.
DWG.
DN.
DIM.
E.J.
E.B
D.B.A.
DET.
D.
DIAG.
DIA.
CW/
SIM.
T.O.M.
T.O.S.
V.I.F.
TYP.
THK.
T.O.W.
VERT.
SYM.
T&G
T.O.C.
T.O.D.
T.O.B.
SUSP.
STRUC.
STD.
SQ.
SPECS.
RE:
S.F.
S.S.
S.C.
RM.
REQ'D.
REINF.
SHT.
SECT.
SCHED.
PLYWD.
PL.
P/L
R.O.
R.D.
R.
PT.
HVAC
LVL
BOT.
COL.
CONT.
CONC.
C.O.
CMU
C.I.
C.I.P.
C.C.
CLR.
CNTRSK.
CLG.
#
B.O.
B/T
BM.
BLK.
BLDG.
BD.
B.U.
B.O.C.
ARCH.
@
ALT.
ADJ.
ALUM.
AGG.
ABV.
APPROX.
A.F.F.
A.B.
(R)
(N)
(F)
(E)
MIN.
N.S.
O.A.
O/
O/H
OZ.
OPP.
OPNG.
O.H.
O.D.
O.C.
NOM.
NO.
MISC.
N.T.S.
N.I.C.
N
MTRL
N.S.
MT'D
L.P.
LAM.
MFR.
MET.
MECH.
MAX.
M.O.
M.H.
M.B.
LBS.
L.F.
K.O.
JT.
INT.
INSUL.
IN.
L.L.H.
L.L.V.
TRUSS JOIST I-JOISTTJI
EDGE NAIL(ING)E.N.
DOUGLAS FIRD.F.
BOUNDARY NAIL(ING)B.N.
LAMINATED STRAND LUMBERLSL
∅
□
T
HOLLOW STRUCTURAL STEELH.S.S.
GENERAL STRUCTURAL NOTESGSN
ENGINEER OF RECORDEOR
EDGE SCREWES.
A. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO REQUIREMENTS SET FORTH IN ACI 318, “BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE”, AND ACI 301, “SPECIFICATIONS FOR STRUCTURAL CONCRETE”.
B. CAST-IN-PLACE AND PRECAST CONSTRUCTION TOLERANCES FOR MEMBER SIZE AND LOCATION SHALL BE IN CONFORMANCE WITH ACI 117 AND ACI
ITG-7, RESPECTIVELY.
C. NORMAL WEIGHT CONCRETE SHALL BE IN CONFORMANCE WITH ASTM C33 WITH A NOMINAL MAXIMUM AGGREGATE SIZE OF ¾”.
D. LIGHTWEIGHT CONCRETE SHALL BE IN CONFORMANCE WITH ASTM C330 AND RESULTS OF ASTM C330 SHALL BE SUBMITTED TO E.O.R. FOR REVIEW
AND APPROVAL PRIOR TO PLACEMENT. THE VOLUMETRIC FRACTIONS OF THE AGGREGATE SHALL ALSO BE SUBMITTED TO E.O.R. FOR REVIEW AND
APPROVAL PRIOR TO PLACEMENT.
E. PORTLAND CEMENT SHALL BE TYPE I/II IN CONFORMANCE WITH ASTM C150.
F. OTHER CEMENTITIOUS MATERIALS SHALL CONFORM TO THE FOLLOWING:
1. BLENDED HYDRAULIC CEMENTS:ASTM C595
2. EXPANSIVE HYDRAULIC CEMENT:ASTM C845
3. HYDRAULIC CEMENT:ASTM C1157
4. FLY ASH AND NATURAL POZZOLAN:ASTM C618
5. SLAG CEMENT:ASTM C989
6. SILICA FUME:ASTM C1240
G. MIXING WATER SHALL CONFORM TO ASTM C1602.
H. ADMIXTURES MAY BE USED TO INCREASE WORKABILITY OF THE CONCRETE UPON WRITTEN APPROVAL OF THE CONCRETE MANUFACTURER OR THE
PROJECT TESTING LABORATORY. TESTING ON CONCRETE SHALL BE DONE PRIOR TO THE ADDITION OF ADMIXTURES.
I. ADMIXTURES SHALL CONFORM TO THE FOLLOWING:
1. WATER REDUCTION AND SETTING TIME MODIFICATION:ASTM C494
2. PRODUCING FLOWING CONCRETE: ASTM C1017
3. AIR ENTRAINMENT:ASTM C260
4. INHIBITING CHLORIDE-INDUCED CORROSION: ASTM C1528
J. CONCRETE MIXTURE PROPORTIONS SHALL CONFORM WITH ARTICLE 4.2.3 OF ACI 301 AND ESTABLISHED SO CONCRETE CAN BE PLACED READILY
WITHOUT SEGREGATION INTO FORMS AND AROUND REINFORCEMENT.
K. DOCUMENTATION OF CONCRETE MIXTURE CHARACTERISTICS SHALL BE SUBMITTED TO E.O.R. FOR REVIEW AND APPROVAL PRIOR TO USING THE
MIXTURE AND PRIOR TO MAKING CHANGES TO MIXTURES ALREADY IN USE.
L. ALL CONCRETE MIXING AND TRANSPORTATION OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ATM C94 AND ASTM C685.
M. STAIN AND TEXTURE OF EXPOSED CONCRETE SURFACES PER OWNER’S DIRECTION, IF APPLICABLE.
N. THE SLUMP OF THE CONCRETE SHALL BE BETWEEN:
1. BEAMS/COLUMNS:3”± 1”
2. WALLS/FOUNDATIONS:5”± 1”
3. SLABS-ON-GRADE:4”± 1”
O. THE CONCRETE SHALL MEET THE MOST STRINGENT REQUIREMENTS FROM THE FOLLOWING EXPOSURE CLASSES:
1. ALL FOOTINGS, FOUNDATIONS, AND STEM WALLS:F2, S0, W0, C1
2. INTERIOR SLABS-ON-GRADE:F2, S0, W0, C1
3. EXTERIOR SLABS-ON-GRADE:F2, S0, W0, C1
EXPOSURE
CLASS
MAXIMUM
w/cm
MINIMUM
fC’(psi)
AIR
CONTENT
(%)
LIMITS ON MAXIMUM PERCENT OF TOTAL CEMENTITIOUS
MATERIALS BY MASS
EXPOSURE CATEGORY: F
F0
F1
F2
ASTM
C618
ASTM
C989
ASTM
C1240
TOTAL OF
ASTM C618 &
ASTM C1240
TOTAL OF ASTM
C618 & ASTM C989
& ASTM C1240
EXPOSURE CATEGORY: S
EXPOSURE
CLASS
MAXIMUM
w/cm
MINIMUM
fC’(psi)ASTM C150 ASTM C595 ASTM C1157
CALCIUM
CHLORIDE
ADMIXTURE
CEMENTITIOUS MATERIALS
EXPOSURE CATEGORY: W
EXPOSURE CLASS MAXIMUM w/cm MINIMUM fC’(psi)
EXPOSURE CATEGORY: C
EXPOSURE
CLASS
MAXIMUM
w/cm
MINIMUM
fC’(psi)
W0
W1
N/A
0.50
2500
4000
C0
C1
C2
N/A
N/A
0.40
2500
2500
5000
1.00
0.30
0.15
MAXIMUM WATER-SOLUBLE CHLORIDE ION (Cl-1) CONTENT IN
NONPRESTRESSED CONCRETE, PERCENT BY WEIGHT OF CEMENT
S0
S1
S2
S3
N/A 2500 N/A N/A N/A N/A
0.50*
0.45
0.45
4000
4500
4500
II
V
V + POZZOLAN OR
SLAG CEMENT
IP(MS), IS(MS), OR
IT(MS)
IP(HS), IS(HS), OR
IT(HS) + POZZOLAN
OR SLAG CEMENT
MS
HS
HS + POZZOLAN
OR SLAG CEMENT
N/A
NOT
PERMITTED
IP(HS), IS(HS), OR
IT(HS)
NOT
PERMITTED
N/A 2500 N/A
535000.55
0.45 4500 6
N/A
N/A
N/A
F3 0.40 5000 6
25%50%10%35%50%
*FOR SEAWATER EXPOSURE THE MAXIMUM w/cm RATIO SHALL BE 0.40.
P. CONCRETE EXPOSURE CLASSES AND REQUIREMENTS:
Q. TEMPERATURE REQUIREMENTS:
1. CONCRETE SHALL BE MAINTAINED AT A TEMPERATURE MINIMUM OF 50°F AND IN A MOIST CONDITION FOR AT LEAST THE FIRST 7 DAYS AFTER
PLACEMENT.
2. ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS AND PROTECTING CONCRETE DURING FREEZING OR NEAR-
FREEZING WEATHER.
3. FROZEN MATERIALS OR MATERIALS CONTAINING ICE SHALL NOT BE USED.
4. FORMS, FILLERS, AND GROUND WITH WHICH CONCRETE IS TO COME IN CONTACT SHALL BE FREE FROM FROST AND ICE.
5. CONCRETE SHALL NOT EXCEED A TEMPERATURE MAXIMUM OF 95°F AT THE TIME OF PLACEMENT.
6. HANDLING, PLACING, PROTECTION, AND CURING PROCEDURES SHALL LIMIT CONCRETE TEMPERATURES OR WATER EVAPORATION THAT COULD
REDUCE STRENGTH SERVICEABILITY, AND DURABILITY OF THE MEMBER OR STRUCTURE.
7. HOT WEATHER AND COLD WEATHER CONCRETING SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF ACI 305.1 AND ACI 306.1,
RESPECTIVELY.
8. CONCRETE MATERIALS AND PRODUCTION METHODS SHALL BE SELECTED SO THAT THE CONCRETE TEMPERATURE AT DELIVERY COMPLIES
WITHIN THE SPECIFIED TEMPERATURE LIMITS.
R. THESE PROVISIONS DO NOT PROTECT CONCRETE AGAINST CHEMICALLY AGGRESSIVE SOLUTIONS, CONTACT E.O.R. IF SUCH CONDITIONS APPLY.
S. CONCRETE PLACEMENT:
1. STANDING WATER SHALL BE REMOVED FROM PLACE OF DEPOSIT BEFORE CONCRETE IS PLACED UNLESS A TREMIE IS USED.
2. MASONRY FILLER UNITS THAT WILL BE IN CONTACT WITH CONCRETE SHALL BE PRE-WETTED PRIOR TO PLACING CONCRETE.
3. CONCRETE SHALL NOT BE CONVEYED WITH PIPES, TREMIES, OR CHUTES MADE OF ALUMINUM OR ALUMINUM ALLOYS.
4. CONCRETE SHALL BE PLACED:
a. AT A RATE SO CONCRETE AT ALL TIMES HAS SUFFICIENT WORKABILITY TO BE CONSOLIDATED APPROPRIATELY.
b. WITHOUT SEGREGATION OR LOSS OF MATERIALS.
c. WITHOUT INTERRUPTIONS TO MAINTAIN WORKABILITY BETWEEN SUCCESSIVE PLACEMENTS TO PREVENT AN UNINTENTIONAL COLD
JOINT.
d. DEPOSITED AS NEAR TO ITS FINAL LOCATION AS PRACTICABLE TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING.
5. CONCRETE THAT HAS BEEN CONTAMINATED OR HAS LOST ITS INITIAL WORKABILITY TO THE EXTENT THAT IT CAN NO LONGER BE
CONSOLIDATED APPROPRIATELY SHALL NOT BE USED.
6. RETEMPERING CONCRETE IN ACCORDANCE WITH ASTM C94 SHALL BE PERMITTED AS LONG AS THE LIMITS ON MAXIMUM MIXING TIME AND
w/cm ARE NOT VIOLATED.
7. AFTER STARTING, CONCRETING SHALL BE A CONTINUOUS OPERATION UNTIL THE COMPLETION OF A PANEL OR SECTION, AS DEFINED BY ITS
BOUNDARIES OR PREDETERMINED JOINTS.
8. CONCRETE SHALL BE CONSOLIDATED APPROPRIATELY DURING PLACEMENT AND SHALL BE WORKED AROUND REINFORCEMENT AND
EMBEDMENTS AND INTO CORNERS OF FORMS.
9. TOP SURFACES OF VERTICALLY FORMED LIFTS SHALL BE GENERALLY LEVEL.
10. JOINT LOCATIONS OR JOINT DETAILS NOT SHOWN OR THAT DIFFER FROM THOSE INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE
SUBMITTED FOR REVIEW BY THE E.O.R.
11. CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED BEFORE NEW CONCRETE IS PLACED.
12. SURFACE OF CONCRETE CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED.
13. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE PRE-WETTED AND STANDING WATER REMOVED.
14. BEAMS, GIRDERS, OR SLABS SUPPORTED BY COLUMNS OR WALLS SHALL NOT BE CAST UNTIL CONCRETE IN THE VERTICAL SUPPORT MEMBERS
IS NO LONGER WORKABLE AND SOFT.
15. BEAMS, GIRDERS, HAUNCHES, DROP PANELS, SHEAR CAPS, AND CAPITALS SHALL BE PLACED MONOLITHICALLY AS PART OF A SLAB SYSTEM,
U.N.O.
16. SAW CUTTING IN SLABS-ON-GRADE IDENTIFIED IN THE CONSTRUCTION DOCUMENTS AS STRUCTURAL DIAPHRAGMS OR PART OF THE SEISMIC-
FORCE-RESISTING SYSTEM SHALL NOT BE PERMITTED U.N.O.
17. ALUMINUM EMBEDMENTS SHALL BE COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION AND ELECTROLYTIC ACTION
BETWEEN ALUMINUM AND STEEL.
18. IN SOLID SLABS, PIPING, EXCEPT FOR RADIANT HEATING OR SNOW MELTING, SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCEMENT.
19. CONDUIT AND PIPING SHALL BE FABRICATED AND INSTALLED SO THAT CUTTING, BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS
SPECIFIED LOCATION IS NOT REQUIRED.
T. FORMWORK:
1. FORMWORK SHALL BE DESIGNED, FABRICATED, INSTALLED, AND REMOVED BY CONTRACTOR.
2. DESIGN OF FORMWORK SHALL TAKE INTO CONSIDERATION:
a. METHOD OF CONCRETE PLACEMENT.
b. RATE OF CONCRETE PLACEMENT.
c. CONSTRUCTION LOADS, INCLUDING VERTICAL, HORIZONTAL, AND IMPACT.
d. AVOIDANCE OF DAMAGE TO PREVIOUSLY CONSTRUCTED MEMBERS.
3. FORMWORK FABRICATION AND INSTALLATION SHALL RESULT IN A FINAL STRUCTURE THAT CONFORMS TO SHAPES, LINES, AND DIMENSIONS
OF THE MEMBERS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS.
4. FORMWORK SHALL BE SUFFICIENTLY TIGHT TO INHIBIT LEAKAGE OF PASTE OR MORTAR.
5. FORMWORK SHALL BE BRACED OR TIED TOGETHER TO MAINTAIN POSITION AND SHAPE.
6. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL DEVELOP A PROCEDURE AND SCHEDULE FOR REMOVAL OF FORMWORK AND
INSTALLATION OF RESHORES AND SHALL CALCULATE THE LOADS TRANSFERRED TO THE STRUCTURE DURING THIS PROCESS.
7. STRUCTURAL ANALYSIS AND CONCRETE STRENGTH REQUIREMENTS USED IN PLANNING AND IMPLEMENTING THE FORMWORK REMOVAL AND
RESHORE INSTALLATION SHALL BE GIVEN BY THE CONTRACTOR TO THE E.O.R. AND TO THE BUILDING OFFICIAL, WHEN REQUESTED.
8. NO CONSTRUCTION LOADS SHALL BE PLACED ON, NOR ANY FORMWORK REMOVED FROM, ANY PART OF THE STRUCTURE UNDER
CONSTRUCTION EXCEPT WHEN THAT PORTION OF THE STRUCTURE IN COMBINATION WITH REMAINING FORMWORK HAS SUFFICIENT
STRENGTH TO SUPPORT ITS WEIGHT AND LOADS PLACED ON IT SAFELY AND WITHOUT IMPAIRING SERVICEABILITY.
9. NO CONSTRUCTION LOADS EXCEEDING THE COMBINATION OF SUPERIMPOSED DEAD LOAD PLUS LIVE LOAD INCLUDING REDUCTION SHALL BE
PLACED ON ANY UNSHORED PORTION OF THE STRUCTURE UNDER CONSTRUCTION, UNLESS ANALYSIS INDICATES ADEQUATE STRENGTH TO
SUPPORT SUCH ADDITIONAL LOADS AND WITHOUT IMPAIRING SERVICEABILITY.
A. ALL WOOD CONSTRUCTION SHALL CONFORM TO REQUIREMENTS SET FORTH IN NDS-15, “NATIONAL DESIGN SPECIFICATIONS FOR WOOD
CONSTRUCTION”, AND THE LATEST AF&PA, 'AMERICAN FOREST & PAPER ASSOCIATION REFERENCE STANDARDS.
B. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH (DF/L) #2 OR BETTER, U.N.O. ALL INTERIOR NON-LOAD BEARING WALLS CAN BE
DF/L STUD GRADE. ALL STRUCTURAL LUMBER SHALL BE MARKED AND GRADED BY AN APPROVED GRADING INSPECTION AGENCY.
C. GLUE-LAMINATED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4 FOR SIMPLE SUPPORTED AND 24F-V8 FOR CANTILEVERED BEAMS
AND MULTI-SPAN CONDITIONS, U.N.O. MEMBERS SHALL BE MANUFACTURED USING WATERPROOF ADHESIVES AND SHALL BE
MANUFACTURED IN ACCORDANCE WITH ANSI/AITC A190, 1-2002 OR APPROVED EQUIVALENT. ANY HOLES AND/OR NOTCHES IN THE
BEAMS SHALL BE IN ACCORDANCE WITH THE STANDARDS OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC). BEAMS SHALL
BE ARCHITECTURAL APPEARANCE GRADE U.N.O. AND SHALL HAVE THE FOLLOWING MIN. SECTION PROPERTIES: FB = 2400 PSI, FV = 165
PSI, E = 1,600,000 PSI. PROVIDE WET USE GLUE ON ALL EXTERIOR LOCATIONS.
D. ALL STRUCTURAL WOOD FRAMING AND CONNECTIONS SHALL MEET THE REQUIREMENTS PROVIDED IN THE INTERNATIONAL BUILDING
CODE, CHAPTER 23, TABLE 2304.9.1, TYPICAL.
E. PNEUMATIC NAILING SHALL BE PLAIN SHANK, COATED OR GALVANIZED:
1. 8D = 0.131”DIA. x 2 ½”MIN. LENGTH
2. 10D = 0.148”DIA. x 3”MIN. LENGTH
3. 16D = 0.135”DIA. x 3 ½”MIN. LENGTH
F. HAND NAILING SHALL BE SINKERS, COATED:
1. 8D = 11 ½ GA. x 2 3/8”
2. 10D = 11 GA. x 2 7/8”
3. 16D = 9 GA. x 3 ¼”
G. ALL METAL HANGERS AND CONNECTIONS ARE NOTED AS 'SIMPSON STRONG-TIE' AND SHALL BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS, U.N.O. AN APPROVED EQUIVALENT MAY BE USED INSTEAD WITH PRIOR APPROVAL FROM THE STRUCTURAL EOR.
H. PROVIDE WET USE ADHESIVES.
I. ALL PLATES AND WOOD INSTALLED WITHIN 1" OF CONCRETE OR MASONRY SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE (SYP)
OR HAVE SUFFICENT WEATHER RESISTANT PROPERTIES.
J. MAXIMUM LUMBER MOISTURE CONTENTS SHALL BE 15%.
K. ALL FRAMING DETAILS SHALL BE IN ACCORDANCE WITH THE ADOPTED CODE.
L. PROVIDE SOLID BLOCKING BELOW ALL BEARING WALLS AND POSTS. PROVIDE BLOCKING @ 24" O.C. @ JOISTS PARALLEL WITH BEARING
WALLS ABOVE.
M. MINIMUM HEADER AT BEARING WALL TO BE 2 PLY 2x8 w/ 1-2x TRIMMER AND 1-2x KING STUD, U.N.O. HEADERS WITH LARGER LOADING
WILL BE CALLED OUT IN PLANS.
N. BLOCK AND NAIL ALL HORIZONTAL PANEL EDGES AT SHEAR WALLS.
O. ALL EXTERIOR WALLS TO BE 2x6 @ 16”O.C. AND AT INTERIOR NON-LOAD BEARING PARTITIONS TO BE 2x4 @ 24”O.C. STUD WALLS
(U.N.O.)
P. PROVIDE STEEL STRAPS AT PIPES IN STUD WALLS AS REQUIRED BY THE ADOPTED CODE.
Q. OVER-FRAMING SHALL BE DONE SUCH THAT VERTICAL LOADS ARE TRANSFERRED TO MAIN STRUCTURE BELOW BY DIRECT BEARING AT
SPACING NOT TO EXCEED 24" O.C.
R. ENGINEERED "I" JOISTS TO BE DESIGNED, CERTIFIED, ERECTED, INSTALLED, AND BRACED PER MANUFACTURER'S SPECS. USE THESE
PRODUCTS OR AN EQUIVALENT APPROVED MANUFACTURER.
S. ALL WINDOW SIZES IN EXTERIOR WOOD WALLS ARE NOMINAL; VERIFY ACTUAL OPENINGS WITH WINDOW MANUFACTURERS, RE: ARCH.
T. ALL ROOF OPENINGS GREATER THAN 12"x12" SHALL BE FRAMED IN OPENINGS.
U. ALL ROOF OPEN WEB WOOD TRUSSES ARE CONSIDERED A 'DEFERRED' SUBMITTAL. SHOP DRAWINGS & STRUCTURAL CALCULATIONS
SHALL BE PROVIDED BY THE MANUFACTURER, AND STAMPED & SIGNED BY A LICENSED ENGINEER IN THE STATE IN WHICH THE PROJECT IS
LOCATED. ALL ROOF TRUSSES MUST BE DESIGNED FOR LOADS SHOWN UNDER 'DESIGN CRITERIA'. ALL ADDITIONAL LOADS FROM MECH. &
ARCH. MUST BE COORD. & DESIGNED FOR ALSO, RE: ARCH. / MECH. FINAL DOCUMENTS MUST BE SUBMITTED TO THE STRUCTURAL E.O.R.
FOR REVIEW & APPROVAL.
V. ALL FASTENERS IN PRESSURE TREATED WOOD MUST MEET THE REQUIREMENTS OF IBC 2304.9.5.
W. ALL LAMINATED VENEER LUMBER SHALL BE I-LEVEL MICROLLAM LVL AND SHALL HAVE THE FOLLOWING MINIUMUM SECTION
PROPERTIES: (SUBSTITUTIONS ARE ALLOWED WITH PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL E.O.R.)
a. FB = 2,600 PSI
b. FV = 285 PSI
c. E = 1,900,000 PSI
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Project #: 20-14748
Checked By: LRV
Drawn By: TFW
fax
web
812 S. La Cassia Drive
Boise, ID 83705
(208) 345-8941
(208) 345-8946
www.tamarackgrove.com
#: C-1504firm
GENERAL
STRUCTURAL
NOTES
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S1.0
07/01/20
20142
1 STRUCTURAL DESIGN CRITERIA
2 FOUNDATIONS AND SLAB ON GRADE
4 REINFORCING STEEL
5 STRUCTURAL STEEL
6 STRUCTURAL WELDS
HARBOR FREIGHT SHEET LIST
SHEET
NUMBER SHEET NAME
S1.0 GENERAL STRUCTURAL NOTES
S1.1 GENERAL STRUCTURAL NOTES
S1.2 CONCRETE SLAB SPECS w/ Fiber
S2.0 PARTIAL FLOOR & ROOF FRAMING PLAN
S3.0 STRUCTURAL DETAILS
S3.1 RECEIVING DOCK DETAILS
3 CONCRETE
7 WOOD FRAMING
07/01/2020
A. ADHESIVE ANCHORS
1. APPROVED ADHESIVE FOR CONCRETE:
a. HILTI HIT-RE 500V3 WITH SAFESET TECHNOLOGY (ICC-ES ESR-3814)
b. HILTI HIT-HY 200 WITH SAFESET TECHNOLOGY (ICC-ES ESR-3187)
c. DEWALT PURE 110+ (ICC-ES ESR-3298)
d. SIMPSON SET-XP (ICC-ES ESR-2508), (NOT APPROVED FOR >20DIA. EMBEDMENT)
2. APPROVED ADHESIVE FOR GROUTED MASONRY:
a. HILTI HIT-HY 270 (ICC-ES ESR-4143)
b. HILTI HIT-HY-200 (ICC-ES ESR-3963)
c. SIMPSON SET-XP (IAPMO UES ER-265)
d. DEWALT AC100+GOLD (ICC-ES ESR-3200)
3. APPROVED ADHESIVE FOR UNGROUTED MASONRY:
a. HILTI HIT-HY 270 (ICC-ES ESR-4143)
b. DEWALT AC100+GOLD (ICC-ES ESR-3200)
4. APPROVED ADHESIVE FOR UNREINFORCED MASONRY OR BRICK:
a. HILTI HIT-HY 270 (ICC-ES ESR-4144)
b. SIMPSON SET (ICC-ES ESR-1772)
c. DEWALT AC100+GOLD (ICC-ES ESR-4105)
5. PLASTIC MESH OR STAINLESS-STEEL SCREEN TUBES SHALL BE USED FOR HOLLOW MASONRY IF INDICATED BY E.O.R. ON
STRUCTURAL PLANS.
6. FOLLOW ALL MANUFACTURER’S RECOMMENDATIONS AND CERTIFICATION TESTING REPORTS FOR ADHESIVE INSTALLATION.
7. ALTERNATIVE EPOXIES MAY BE USED IF AN (ICC-ES ESR) OR (IAPMO-UES ER) APPROVAL FOR USE IN CRACKED CONCRETE IS
SUBMITTED TO THE E.O.R. AND APPROVED PRIOR TO USE.
8. UTILIZE HOLE CLEANING AS RECOMMENDED FOR THE PRODUCT BY THE MANUFACTURER, REFER TO THE MANUFACTURED
PUBLISHED INSTALLATION INSTRUCTIONS (MPII) FOR INSTALLATION INSTRUCTIONS.
9. EPOXY SHALL BE WITHIN THE MANUFACTURERS RECOMMENDED LIFE TIME AND PRIOR TO EXPIRATION DATE. DO NOT USE EPOXY
THAT HAS NOT BEEN STORED PER MANUFACTURES RECOMMENDATIONS AND MAY HAVE EXPERIENCED FREEZE THAW CYCLES OR
EXTREME HEAT.
10. DO NOT INSTALL ADHESIVE ANCHORS IN CONCRETE IF CONCRETE IS LESS THAN 21 DAYS OLD, CONTRACTOR MUST OBTAIN
WRITTEN APPROVAL FROM THE E.O.R. TO INSTALL IN THE 7-21 DAY TIME PERIOD.
11. DO NOT INSTALL ADHESIVE ANCHORS IF SUBSTRATE TEMPERATURE IS BELOW 40 DEGREE F UNLESS EPOXY IS APPROVED FOR
LOWER TEMPERATURE, REFER TO MANUFACTURES PUBLISHED INSTALLATION INSTRUCTIONS (MPII)
12. DO NOT INSTALL ADHESIVE ANCHOR IN WET OR DAMP HOLE UNLESS PRODUCT IS APPROVED FOR SUCH CONDITIONS WITHOUT
STRENGTH REDUCTION, CONTACT ENGINEER IF HOLES BECOME WET OR DAMP.
13. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR VERTICAL OVERHEAD ORIENTATION TO SUPPORT SUSTAINED TENSION LOADS
SHALL BE INSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI (ACI 318) PROOF OF
CURRENT CERTIFICATION SHALL BE SUBMITTED TO E.O.R. FOR APPROVAL PRIOR TO INSTALLATION.
a. SHOULD AN ACI CERTIFIED INSTALLER NOT BE AVAILABLE AT A MINIMUM THE INSTALLER SHALL BE TRAINED BY THE
MANUFACTURES EMPLOYED REPRESENTATIVE.
b. INSTALLATION OF ANCHORS SHALL HAVE CONTINUOUS OR PERIODIC INSPECTION IN ACCORDANCE WITH CURRENT IBC
AND WHERE DESIGNATED IN THE SPECIAL INSPECTIONS PROGRAM.
c. HOLES WILL BE EPOXY FILLED UTILIZING A “PISTON PLUG”OR EQUIVALENT DEVICE TO ELIMINATE THE POSSIBILITY OF AIR
GAPS.
14. BARS AND RODS USED MUST BE DEFORMED OR THREADED FOR THE FULL EMBEDMENT DEPTH EPOXY IS APPLIED.
B. MECHANICAL ANCHORS
1. APPROVED MECHANICAL ANCHORS FOR CONCRETE:
a. HILTI KWIK BOLT TZ (ICC-ES ESR-1917)
b. SIMPSON STRONG-BOLT 2 (ICC-ES ESR-3037)
c. DEWALT POWER-STUD+SD2 (ICC-ES ESR-2502)
2. APPROVED MECHANICAL ANCHORS FOR GROUTED MASONRY:
a. HILTI KWIK BOLT 3 (ICC-ES ESR-1385)
b. SIMPSON WEDGE-ALL (ICC-ES ESR-1396)
c. SIMPSON STRONG-BOLT 2 (IAPMO-UES ER-240)
d. DEWALT POWER-STUD+SD1 (ICC-ES ESR-2966)
3. FOLLOW ALL MANUFACTURER’S RECOMMENDATIONS AND CERTIFICATION TESTING REPORTS FOR MECHANICAL ANCHOR
INSTALLATION.
4. ALTERNATIVE MECHANICAL ANCHORS MAY BE USED IF AN (ICC-ES ESR) OR (IAPMO-UES ER) APPROVAL FOR USE IN CRACKED
CONCRETE IS SUBMITTED TO THE STRUCTURAL ENGINEER AND APPROVED PRIOR TO USE.
5. DO NOT INSTALL MECHANICAL ANCHORS IN CONCRETE LESS THAN 7 DAYS OLD, CONTRACTOR MUSTOBTAIN WRITTEN APPROVAL
FROM THE ENGINEER TO INSTALL IN THE 7-21 DAY TIME PERIOD.
C. SCREW ANCHORS
1. APPROVED SCREW ANCHORS FOR CONCRETE:
a. HILTI KWIK HUS-EZ (ICC-ES ESR-3027)
b. SIMPSON TITEN HD (ICC-ES ESR-2713)
c. DEWALT SCREW BOLT+ (ICC-ER ESR-3889)
2. APPROVED SCREW ANCHORS FOR GROUTED MASONRY:
a. HILTI KWIK HUS-EZ (ICC-ES ESR-3056)
b. SIMPSON TITEN HD (ICC-ES ESR-1056)
c. DEWALT WEDGE-BOLT+ (ICC-ER ESR-2526)
3. FOLLOW ALL OF THE MANUFACTURER’S RECOMMENDATIONS AND CERTIFICATION TESTING REPORTS FOR SCREW ANCHOR
INSTALLATION.
4. ALTERNATIVE SCREW ANCHORS USED IN CONCRETE APPLICATION MAY BE USED IF AN (ICC-ES ESR) OR (IAPMO-UES ER) APPROVAL
FOR USE IN CRACKED CONCRETE IS SUBMITTED TO THE E.O.R. PRIOR TO USE.
5. ALTERNATIVE SCREW ANCHORS USED IN GROUTED MASONRY APPLICATION MAY BE USED IF AN (ICC-ES ESR) OR (IAPMO-UES ER)
APPROVAL FOR USE IN GROUTED MASONRY IS SUBMITTED TO THE E.O.R. AND APPROVED PRIOR TO USE.
D. POWDER ACTUATED FASTENERS
1. APPROVED POWDER ACTUATED FASTENERS DRIVEN INTO STEEL:
a. HILTI X-U P8 TH UNIVERSAL KNURLED SHANK FASTENER (ICC-ES ESR-2269)
b. SIMPSON PDPA DRIVE PIN (ICC-ES ESR-2138)
c. DEWALT 8MM HEAD SPIRAL CSI DRIVE PIN (ICC-ES ESR-2024)
2. APPROVED POWDER ACTUATED FASTENERS DRIVEN INTO CONCRETE:
a. HILTI X-U UNIVERSAL KNURLED SHANK FASTENER (ICC-ES ESR-2269)
b. SIMPSON PDPA (ICC-ESR-2138)
c. DEWALT 8MM HEAD SPIRAL CSI DRIVE PIN (ICC-ES ESR-2024)
3. APPROVED POWDER ACTUATED FASTENERS DRIVEN INTO MASONRY:
a. HILTI X-U UNIVERSAL KNURLED SHANK FASTENER (ICC-ES ESR-2269)
b. SIMPSON PDPA (ICC-ESR-2138)
4. FOLLOW THE MANUFACTURER'S’S RECOMMENDATIONS AND CERTIFICATION TESTING REPORTS FOR POWDER ACTUATED
FASTENER INSTALLATION.
5. ALTERNATIVE POWDER ACTUATED FASTENERS MAY BE USED IF AN (ICC-ES ESR) OR (IAPMO-UES ER) APPROVAL FOR USE IN STEEL
IS SUBMITTED TO THE E.O.R. AND APPROVED PRIOR TO USE.
6. ALTERNATIVE POWDER ACTUATED FASTENERS MAY BE USED IF AN (ICC-ES ESR) OR (IAPMO-UES ER) APPROVAL FOR USE IN
CRACKED CONCRETE IS SUBMITTED TO THE E.O.R. AND APPROVED PRIOR TO USE.
7. ALTERNATIVE POWDER ACTUATED FASTENERS MAY BE USED IF AN (ICC-ES ESR) OR (IAPMO-UES ER) APPROVAL FOR USE IN
MASONRY IS SUBMITTED TO THE E.O.R. AND APPROVED PRIOR TO USE.
E. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY MANUFACTURER OR SUCH OTHER METHOD
AS APPROVED BY THE E.O.R. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE E.O.R. PRIOR
TO USE. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE
FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS.
ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE.
F. REFER TO STRUCTURAL DRAWINGS FOR EMBEDMENT DEPTH, ROD TYPE AND SIZE, AND OTHER SPECIFIC INFORMATION.
G. DO NOT APPLY LOAD TO ANCHOR UNTIL CONCRETE OR GROUT HAS REACHED FULL DESIGN STRENGTH.
H. ALL HOLES SHALL BE DRILLED WITH ANSI STANDARD BIT DESIGNED FOR CONCRETE OR HOLLOW DRILL BIT, DIAMOND CORED HOLES ARE
NOT ALLOWED UNLESS INDICATED IN DESIGN DETAIL OR PRE-APPROVED BY THE E.O.R.
I. ABANDONED HOLES –NO ANCHOR SHALL BE INSTALLED WITHIN 1.5 ROD DIAMETERS OF AN ABANDONED HOLE THAT HAS BEEN GROUT
FILLED, (3.0 ROD DIAMETERS FOR UN-GROUTED HOLES).
J. OVER DRILL BAR DIAMETER BY ¼”U.N.O. BY THE MANUFACTURER AND TO THE REQUIRED DEPTH AS INDICATED ON THE STRUCTURAL
DRAWINGS.
K. REMOVE ALL DIRT, DUST, WATER AND ICE FROM DRILLED HOLES BEFORE INSTALLATION.
L. REMOVE ANY DIRT, DUST, RUST OR OIL ON BAR OR ROD BEFORE INSTALLATION U.N.O.
M. ALL MANUFACTURERS RECOMMENDATIONS SHALL BE FOLLOWED EXACTLY.
A. 8" WALLS, SPECIFIED COMPRESSIVE STRENGTH , f'm= 2,000 PSI
1. MASONRY UNITS = ASTM C-90, GRADE N, f'm = 2,000 PSI MIN. NORMAL WEIGHT BLOCK.
2. MORTAR = ASTM C-270, TYPE S, MIN. COMPRESSIVE STRENGTH OF 1,500 PSI.
3. GROUT STRENGTH = 2,000 PSI MIN.
B. REBAR USED = ASTM A615, GRADE 60 WHERE WELDING REQUIRED USE ASTM A706, GRADE 60.
C. ALL REINFORCING SHALL BE CENTERED IN WALL, U.N.O.
D. ALL CMU WALLS SHALL BE RUNNING BOND, U.N.O.
E. REINFORCING BAR LAP = 60 BAR DIAMETERS.
F. TYPICAL REINFORCING SHALL BE #5 VERT. BARS AT 16" O.C. w/ #5 HORIZ. BARS IN CMU BOND BEAM AT 4'-0" O.C., U.N.O., RE:
PLAN.
G. SPECIAL INSPECTIONS ARE REQUIRED ON A CONTINUOUS BASIS.
H. THE TYPICAL LINTEL OVER OPENINGS IN THE WALL SHALL HAVE (2) SETS OF (2) #5 BARS EQUALLY SPACED FOR 8" WALLS, U.N.O.
I. LAP ALL BOND BEAMS WHERE STEPPED 4'-0".
J. THERE SHALL BE A MIN. OF (1) #4 BAR ON ALL SIDES OF, AND ADJACENT TO, EVERY OPENING WHICH IS LESS THAN 48" IN BOTH
DIRECTIONS. WHERE THE OPENINGS ARE 48" OR GREATER IN EITHER DIRECTION, A MIN. OF (2) #5 BAR SHALL BE USED, AND
SUCH BARS SHALL EXTEND NOT LESS THAN 24" BEYOND THE CORNER OF THE OPENINGS, U.N.O. AS SHOWN.
K. AT CORNERS AND WALL INTERSECTIONS, GROUT THE ADJACENT CORNERS WITH A VERTICAL BAR AND LAP THE BOND BEAM
STEEL OR PROVIDE CORNER BARS OF EQUAL SIZE, RE:
L. ALL DOWELS FROM THE FOUNDATION WALL SHALL MATCH SIZE AND LOCATION OF VERTICAL REINFORCING IN MASONRY,
U.N.O. EXTEND DOWEL A MIN. OF 30 BAR DIAMETERS INTO THE FOUNDATION.
M. VERTICAL CONTROL JOINT SHALL BE PROVIDED IN THE WALLS AS SHOWN ON THE ELEVATIONS AND RE:
N. THE MASONRY CONTRACTOR SHALL COORDINATE THE PLACING OF ANY OPENINGS WITH THE GENERAL CONTRACTOR, RE: ROOF
PLAN.
O. COORD. WITH ARCH. SHEETS FOR TYPE OF BLOCK USED.
P. ALL CMU WALLS ABOVE GRADE ARE TO BE PARTIALLY GROUTED, U.N.O. ALL CMU CELLS RECEIVING REINFORCEMENT, ANCHOR
BOLTS OR H.C.A. SHALL BE SOLID GROUTED.
Q. ALL CMU WALLS BELOW GRADE / FINISHED FLOOR ARE TO BE SOLID GROUTED, HIGH STRENGTH BLOCK & TYPE 'N' MORTAR.
R. WET SETTING OF REINFORCING BARS IN FOOTINGS AND WALLS IS NOT ALLOWED.
S. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE A WORKABLE MIXTURE
SUITABLE FOR PUMPING WITHOUT SEGREGATION AND SHALL BE THOROUGHLY MIXED. GROUT SHALL BE CONSOLIDATED BY
MECHANICAL VIBRATION DURING PLACING AND RECONSOLIDATED AFTER EXCESS MOISTURE HAS BEEN ABSORBED, BUT BEFORE
WORKABILITY IS LOST. THE GROUTING OF A WALL SHALL BE COMPLETED IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN
ONE HOUR.
A. ALL ELEVATIONS AND HEIGHTS GIVEN ARE FROM THE FINISHED FLOOR DATUM ELEVATION, WHICH IS SET AT 100'-0".
B. DO NOT SCALE DRAWINGS, CONTACT A.O.R. OR E.O.R. FOR DIMENSION CLARIFICATIONS PRIOR TO CONSTRUCTION.
C. VERIFY ALL OPENINGS, BUILDING DIMENSIONS, COLUMN GRID LOCATIONS AND DIMENSIONS WITH OWNER PRIOR TO
POURING OF ANY CONCRETE FOUNDATIONS OR CONSTRUCTION.
D. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THESE PLANS UNLESS SUCH CHANGES ARE
AUTHORIZED IN WRITING TO THE STRUCTURAL ENGINEER OF RECORD.
E. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING AND/OR TEMPORARY STRUCTURAL
STABILITY FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS
HAS BEEN DESIGNED FOR FINAL CONFIGURATION.
F. NOTCHING AND/OR CUTTING OF ANY STRUCTURAL MEMBER IN THE FIELD IS PROHIBITED, UNLESS PRIOR CONSENT IS
GIVEN BY THE STRUCTURAL ENGINEER OF RECORD.
G. IT IS NECESSARY THAT THE STRUCTURAL DRAWINGS BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS
TO HAVE A COMPLETE SCOPE OF WORK INVOLVED IN THIS PROJECT.
A. PER IBC SECTION 1709, STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY A REPRESENTATIVE FROM THE ENGINEER OF
RECORD'S OFFICE (TAMARACK GROVE ENGINEERING, PLLC) OR AN APPOINTED REPRESENTATIVE TO PERFORM ON-SITE
STRUCTURAL OBSERVATION VISITS DURING SIGNIFICANT TIMES OF CONSTRUCTION-RELATED TO OUR DEFERRED SUBMITTAL
SCOPE OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL SIGNIFICANT TIMES OF CONSTRUCTION
WITH THE ENGINEER OF RECORD'S OFFICE PRIOR TO THE COMPLETION POINT REQUIRING SITE OBSERVATIONS FOR THE
CONSTRUCTION AND/OR PLACEMENT (MINIMUM OF 4 CALENDAR DAYS). SIGNIFICANT TIMES OF CONSTRUCTION ARE AS
FOLLOWS:
1. CONCRETE FOUNDATION AND REBAR PLACEMENT.
2. PLACEMENT OF PERIMETER LOAD BEARING WALLS, LOAD SUPPORTING BEAMS, FLOOR FRAMING AND/OR HEADERS
AND LATERAL RESISTING CONNECTION ELEMENTS.
3. COMPLETION OF ROOF FRAMING AND LATERAL BRACING (SHEAR WALLS), PRIOR TO COVERING WITH ANY
ARCHITECTURAL FINISHES.
4. COMPLETION OF ALL STRUCTURAL SYSTEMS AS REQUIRED AND/OR DEFINED BY THE LOCAL JURISDICTION.
B. STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE SPECIAL INSPECTIONS REQUIRED BY
THE IBC SECTION 1704 OR OTHER SECTIONS OF THE CODE AS REQUIRED BY THE LOCAL BUILDING JURISDICTION.
C. STRUCTURAL OBSERVATIONS REQUIRED IN OBSERVANCE OF SECTION 1704 OR PER LOCAL JURISDICTION.
A. CONTRACTOR SHALL VERIFY ANY AND ALL APPLICABLE EXISTING CONDITIONS, CONSTRUCTION, DIMENSIONS
AND ELEVATIONS AND IMMEDIATELY NOTIFY ARCH. AND EOR OF ANY DISCREPANCIES BEFORE PROCEEDING
WITH ANY CONSTRUCTION.
A. AS REQUIRED BY THE LOCAL JURISDICTION.
ITEM CONTINUOUS PERIODIC COMMENTS
GENERAL STRUCTURAL INSPECTIONS AS REQUIRED BY SECTION 1704.4
CONCRETE
SPECIAL INSPECTIONS PROGRAM
ESTABLISHED PER 2015 IBC CHAPTER 17
SLAB REINFORCEMENT
FINAL INSPECTION
BY BUILDING OFFICIAL
BY BUILDING OFFICIAL
REINFORCING SIZE AND PLACEMENT ACI 318: 20, 25.2, 25.3, 26.6.1-26.6.3
INSPECT ANCHORS CAST IN CONCRETE
VERIFY USE OF REQUIRED DESIGN MIX IBC 1904.1, 1904.2, 1908.3, ACI 318: 19, 26.4.3, 26.4.4
PREPARATION OF TEST SPECIMENS ASTM C 172, ASTM C 31, ACI 318: 26.4, 26.12
CONCRETE PLACEMENT IBC 1908.6-1908.8, ACI 318: 26.5
MAINTENANCE OF SPECIFIED CURING
TEMPERATURES AND TECHNIQUES
ACI 318: 17.8.2
IBC 1908.9, ACI 318: 26.5.3-26.5.5
INSPECT FORM WORK FOR SHAPE,
LOCATION AND DIMENSIONS OF THE
CONCRETE MEMBER BEING FORMED
ACI 318: 26.11.1.2(b)
X
X
X
X
X
X
X
LIGHT WEIGHT CONCRETE AIR-DRY UNIT WEIGHT ACI 318/EORX
MATERIAL VERIFICATION OF WELD FILLER
MATERIALS AISC 360, SECTION A3.5
COMPLETE AND PARTIAL PENETRATION
IBC 1704.3.1, AWS D1.1
MULTIPASS FILLET WELDS
SINGLE PASS FILLETS > 5/16"
SINGLE PASS FILLETS < 5/16"
FLOOR AND ROOF DECK WELDS
WELDED STUDS
WELDING OF STAIRS AND RAILING SYSTEMS
AWS D1.3
IBC 1704.3
IBC 1704.3
EPOXY OR ADHESIVE ANCHOR PLACEMENT
EXPANSION OR SCREW ANCHOR PLACEMENT X
X
X
X
X
X
X
X
X
BY BUILDING OFFICIAL
WHERE INDICATED ON DRAWINGS
WELDING: STRUCTURAL STEEL
SPECIAL CASES: (IBC 1704.13)
A. ALL STRUCTURAL MEMBERS, SUCH AS PURLINS, STUD BEARING WALLS, JOISTS, CURTAIN WALLS, ETC. SHALL HAVE A MIN. YIELD
STRENGTH OF FY=50 KSI.
B. ALL INSTALLATION AND CONNECTIONS SHALL FOLLOW THE LATEST EDITION OF THE AISI GUIDELINE RECOMMENDATIONS.
C. ALL CONNECTIONS SHALL BE WELDED (UNLESS NOTED OTHERWISE) AND SHALL BE 1/16" MIN. FILLET WELDS & 1/8" MIN. FLARE BEVEL
WELDS.
D. IF A CERTAIN DETAIL CONNECTION IS NOT DETAILED, USE A SIMILAR DETAIL.
E. ALL CONT. METAL TRACKS SHALL MATCH STUD GAUGE U.N.O., PROVIDE CONT. L2x2x16 GA. AT ALL SOFFIT EDGES THAT ARE EXPOSED.
F. ALL HOLD DOWNS, WHERE REQUIRED, SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS.
G. ALL STUD WALLS SHALL BE FRAMED w/ 600S162-54 STUDS @ 16" O.C. w/ 600T200-54 TOP & BOTTOM TRACKS.
H. MINIMUM NET EFFECTIVE SECTION PROPERTIES SHALL BE AS FOLLOWS:
STRUCTURAL LIGHT GAUGE STEEL FRAMING SCHEDULE
-MINIMUM NET EFFECTIVE SECTION PROPERTIES-
SIZE AREA IN.
2 Sx IN.3 Ix IN.4 Fy ksi (MIN.)
362S162-43 0.340 0.372 0.710 33
600S162-54 0.556 0.927 2.860 50
600S162-68 0.693 1.164 3.525 50
800S162-54 0.669 1.397 5.736 50
1000S162-54 0.783 1.572 9.391 50
1200S162-54 0.896 2.024 15.730 50
A. TYPICAL ROOF DECK:
1. USE 11/2" 'B' DECK, 20 GAGE, GALVANIZED OR PRIME PAINTED.
2. THE FASTENING SHALL BE:
• SIDELAPS = 11/2" TOP SEAM WELD AT 12" O.C.
• ENDS = 5/8" DIA. PUDDLE WELD AT 6" O.C.
• BUILDING PERIMETER = 5/8" DIA. PUDDLE WELD AT 6" O.C.
• INTERMEDIATE JOIST SUPPORTS = 5/8" DIA. PUDDLE WELD PER PANEL
• INTERIOR BEARING WALLS = 5/8" DIA. PUDDLE WELD AT 6" O.C.
• (SEE DIAGRAM BELOW)
INTERMEDIATE SUPPORT OF ROOF DECK ATTACHMENT DIAGRAM
A. SUBSTITUTION(S):
1. AS AN ALTERNATE TO TOP SEAM WELDS FOR SIDELAP ATTACHMENT VERCO VSC 'PUNCHLOK' SIDELAP CONNECTION AT 12" O.C.
CAN BE USED.
B. PROVIDE EQUIVALENT TYPE AND GAUGE ACOUSTICAL DECK AS NOTED ON REFLECTED CEILING PLAN, cw/ ARCH.
C. ALL FRAMING PLAN ELEVATIONS GIVEN ARE FOR TOP OF DECK UNLESS NOTED OTHERWISE.
D. WITH PRIOR APPROVAL FROM ENGINEER OF RECORD, DECK OF EQUIVALENT STRUCTURAL PROPERTIES IS ACCEPTABLE. ALL ROOF DECK
SHALL BE I.C.B.O. APPROVED.
E. ALL ROOF OPENINGS GREATER THAN 12"X12" SHALL BE FRAMED IN STEEL ANGLES. COORDINATE WITH THE ROOF PLAN.
F. DECK MUST BE CONTINUOUS OVER 3 SPANS MIN., U.N.O.
G. AT CURVED WALLS OR WALLS ANGLED TO DECK FLUTES, OTHER THAN PERPENDICULAR, WHERE ATTACHMENT CAN NOT BE MADE AT
SPECIFIED SPACING PER ABOVE, PROVIDE 11/2" DEEP 'C' OR 'Z' SHAPE, 18 GA. MIN. TO WELD TO DECK AND SUPPORT FRAMING AT DECK
EDGES AND ENDS (VERCO 'SHEARTRANZ' FOR EXAMPLE).
H. THE TOP OF ROOF DECK IS GIVEN BY THE FOLLOWING SYMBOL:
SLOPE THE DECK IN A STRAIGHT LINE BETWEEN THE ELEVATIONS GIVEN. CONTRACTOR SHALL
CONFIRM STRAIGHT LINE VARIATION BETWEEN ROOF DECK ELEVATIONS GIVEN AND NOTIFY
ARCHITECT/ENGINEER PRIOR TO FABRICATION OR ERECTION, IF CONFLICTS ARE FOUND
I. JOIST DESIGNER SHALL CONSIDER ADDITIONAL DRIFTING SNOW LOAD ACCUMULATIONS AT ALL ROOF TOP EQUIPMENT, PARAPETS AND
FRAMED WALL PROJECTIONS EXCEEDING 2'-0" AND LENGTHS EXCEEDING 10'-0" AS SHOWN BELOW:
36" COVERAGE
ROOF DECK WELD, TYP.
ROOF TOP WALL
OR EQUIPMENT
HT. ABOVE ROOF
EXCEEDING 2'-0"
XX PSF, TYP.
X'-X"X'-X"
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Project #: 20-14748
Checked By: LRV
Drawn By: TFW
fax
web
812 S. La Cassia Drive
Boise, ID 83705
(208) 345-8941
(208) 345-8946
www.tamarackgrove.com
#: C-1504firm
GENERAL
STRUCTURAL
NOTES
53
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S1.1
07/01/20
20142
1 POST-INSTALLED ANCHORS 2 MASONRY
3 GENERAL STRUCTURAL NOTES
4 STRUCTURAL OBSERVATIONS
5 EXISTING CONDITIONS
6 SPECIAL INSPECTIONS AND TESTING
8 LIGHT GAUGE STEEL FRAMING
9 STEEL ROOF DECK
07/01/2020
LOCATION FF TOLERANCE FL TOLERANCE NOTES
INTERIOR SALES FLOOR
EXTERIOR CONCRETE
50
20
35
17
ACI 302: TYPE 5, SINGLE COURSE, HARD STEEL TROWEL FINISH
FLOATED AND/OR BROOMED SURFACE
MATERIALS PROTOTYPLE MIX
CEMENT
FLY ASH/SLAG
517-564 lbs.
COARSE AGGREGATE
FINE AGGREGATE
WATER CONTENT
AIR CONTENT (ENTRAPPED AIR ONLY)
WATER REDUCER (TYPE A/F)
WATER/CEMENT RATIO
INITIAL SLUMP (WATER)
FINAL SLUMP (WITH WATER REDUCER)
MAXIMUM SHRINKAGE
PROHIBITED
12 CUBIC FEET +/-.50 (#57 STONE)
7 CUBIC FEET +/-(ADJUST AS NECESSARY)
250 -300 lbs.
3.0%(MAX.)
3oz.-10oz./100wt +/-(MID-RANGE)
3"
5.5" (MAX.)
<0.04%@28 DAYS
0.53 (MAX.)
MATERIALS PROTOTYPLE MIX
CEMENT
FLY ASH/SLAG
517-564 lbs.
COARSE AGGREGATE
FINE AGGREGATE
WATER CONTENT
AIR CONTENT (ENTRAPPED AIR ONLY)
WATER REDUCER (TYPE A/F)
WATER/CEMENT RATIO
INITIAL SLUMP (WATER)
FINAL SLUMP (WITH WATER REDUCER)
MACRO SYNTHETIC FIBER (TUF-STRAND SF)
PROHIBITED, EXCEPT IN AREAS OF KNOWN ALKALI SILICA REACTIVITY
12 CUBIC FEET +/-.50 (#57 STONE)
7 CUBIC FEET +/-(ADJUST AS NECESSARY)
250 -300 lbs.
6.0%(MAX.)
3oz.-10oz./100wt +/-(MID-RANGE)
3"
5.5" (MAX.)
5 lbs./CUBIC YARD (MIN.)
0.45 (MAX.)
MAXIMUM SHRINKAGE <0.04%@28 DAYS
MACRO SYNTHETIC FIBER (TUF-STRAND SF)3 lbs./CUBIC YARD (MIN.)
PART 1 -GENERAL
QUALITY ASSURANCE
1. CONCRETE SUPPLIER: A FIRM EXPERIENCED IN PRODUCING READY-MIXED CONCRETE THAT COMPLIES WITH ASTM C 94 REQUIREMENTS FOR PRODUCTION FACILITIES AND EQUIPMENT. COMPLY
WITH ACI 301, “SPECIFICATION FOR STRUCTURAL CONCRETE.”
1. MANUFACTURER CERTIFIED ACCORDING TO NRMCA’S “CERTIFICATION OF READY MIXED CONCRETE PRODUCTION FACILITIES.”CERTIFICATION SHALL NOT BE MORE THAN TWELVE
MONTHS OLD.
2. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT AGENCY, QUALIFIED ACCORDING TO ASTM C 1077 AND ASTM E 329 FOR TESTING INDICATED, AS DOCUMENTED ACCORDING TO ASTM E 548.
1. PERSONNEL CONDUCTING FIELD TESTS SHALL BE QUALIFIED AS ACI CONCRETE FIELD TESTING TECHNICIAN, GRADE 1, ACCORDING TO ACI CP-01 OR AN EQUIVALENT CERTIFICATION
PROGRAM.
2. PERSONNEL PERFORMING LABORATORY TESTS SHALL BE ACI CERTIFIED CONCRETE STRENGTH TESTING TECHNICIAN AND CONCRETE LABORATORY TESTING TECHNICIAN (GRADE I). TESTING
AGENCY LABORATORY SUPERVISOR SHALL BE AN ACI CERTIFIED CONCRETE LABORATORY TESTING TECHNICIAN (GRADE II).
3. CONCRETE CONTRACTOR QUALIFICATION: CONCRETE CONTRACTOR SHALL INCLUDE IN THEIR BID PACKAGE TO THE GENERAL CONTRACTOR, A MINIMUM OF THREE SIMILAR AND SUCCESSFUL
PROJECTS THAT CLEARLY INDICATES THE CONCRETE CONTRACTOR'S ABILITY TO SUCCESSFULLY PERFORM THE WORK AND TO ACHIEVE THE INTERIOR SALES FLOOR SLAB TOLERANCES REQUIRED IN
THIS SPECIFICATION. THE CONCRETE CONTRACTOR'S TEAM SHALL HAVE PARTICIPATED IN THE MAJORITY OF THESE PROJECTS, AND THAT TEAM SHALL REMAIN THE SAME THROUGH THE DURATION
OF THIS PROJECT. CONCRETE CONTRACTOR’S QUALIFICATION SHALL BE SUBMITTED AS PART OF THE BID PACKAGE. BASED ON EXPERIENCE, THE OWNER HAS THE RIGHT TO REJECT THE CONCRETE
CONTRACTOR.
4. LIQUID DENSIFIER / SEALER AND JOINT FILLING APPLICATOR: ALL GENERAL CONTRACTORS BIDDING OR NEGOTIATING A HARBOR FREIGHT PROJECT SHALL CONTACT EUCLID CHEMICAL TO OBTAIN
A LIST OF TRAINED APPLICATORS LOCATED WITHIN THE GEOGRAPHIC REGION OF THE PROJECT. GENERAL CONTRACTORS SHALL SOLICIT AND ACCEPT PRICING ONLY FROM THOSE APPLICATORS AS
PROVIDED BY EUCLID CHEMICAL. THE TRAINED APPLICATOR SELECTED FOR THE INITIAL APPLICATION OF LIQUID DENSIFIER / SEALER SHALL BE THE SAME AS FOR THE JOINT FILLING AND
ADDITIONAL APPLICATION OF LIQUID DENSIFIER / SEALER.
1. PHILIP BRANDT: EUCLID CHEMICAL -877-438-3826 / PBRANDT@EUCLIDCHEMICAL.COM
5. CONCRETE SALES FLOOR PRE-INSTALLATION CONFERENCE: AT LEAST 30 DAYS PRIOR TO THE START OF THE CONCRETE SLAB CONSTRUCTION, THE GENERAL CONTRACTOR SHALL CONDUCT A
MEETING TO REVIEW THE PROPOSED CONCRETE MIX DESIGNS AND TO DISCUSS THE REQUIRED METHODS AND PROCEDURES TO ACHIEVE THE REQUIREMENTS OF THIS SPECIFICATION. THE
GENERAL CONTRACTOR SHALL SEND A PRE-CONCRETE CONFERENCE AGENDA TO ALL ATTENDEES 10 DAYS PRIOR TO THE SCHEDULED DATE OF THE CONFERENCE.
1. THE GENERAL CONTRACTOR SHALL REQUIRE RESPONSIBLE REPRESENTATIVES OF EVERY PARTY CONCERNED WITH THE CONCRETE WORK TO ATTEND THE CONFERENCE, INCLUDING, BUT
NOT LIMITED TO THE FOLLOWING:
A.GENERAL CONTRACTOR: PROJECT MANAGER AND SUPERINTENDENT
B.TESTING AGENCY: RESPONSIBLE FOR CONCRETE MIXES, QUALITY CONTROL, FLOOR TOLERANCE TESTING, ETC.
C.READY-MIX CONCRETE PRODUCER: CONCRETE MIX DISCUSSION
D.CONCRETE CONTRACTOR
E.CHEMICAL ADMIXTURE MANUFACTURER
F.EUCLID CHEMICAL: LIQUID DENSIFIER SEALER AND JOINT FILLER MANUFACTURER
G.TRAINED APPLICATOR: LIQUID DENSIFIER SEALER AND JOINT FILLING APPLICATOR
H.PHIL BRANDT: EUCLID CHEMICAL -877-438-3826 / PBRANDT@EUCLIDCHEMICAL.COM
2.MINUTES OF THE MEETING SHALL BE RECORDED, TYPED AND PRINTED BY THE GENERAL CONTRACTOR AND DISTRIBUTED TO ALL CONCERNED PARTIES, INCLUDING THE OWNER,
ARCHITECT, STRUCTURAL ENGINEER AND HARBOR FREIGHT PROJECT MANAGER, WITHIN THREE DAYS OF THE MEETING.
3.THE MINUTES SHALL INCLUDE A STATEMENT BY THE CONCRETE SUPPLIER STATING THAT THE PROPOSED CONCRETE MIX DESIGNS WILL PRODUCE THE CONCRETE QUALITY REQUIRED BY
THESE SPECIFICATIONS.
4.THE MINUTES SHALL INCLUDE A STATEMENT BY THE CONCRETE CONTRACTOR THAT THE PROPOSED CONCRETE MIX DESIGNS WILL PROVIDE APPROPRIATE WORKABILITY AND SETTING
TIMES, TO ENSURE THAT THE CONCRETE CONTRACTOR CAN ACHIEVE THE REQUIREMENTS OF THIS SPECIFICATION.
PART 2 -PRODUCTS
MATERIALS
A. CONCRETE MATERIALS:
1. PORTLAND CEMENT: ASTM C 150/ C150M, TYPE I, TYPE II OR TYPE I/II. USE ONE BRAND OF CEMENT THROUGHOUT THE PROJECT.
2. COARSE AND FINE AGGREGATES: ASTM C 33. COMBINED AGGREGATE GRADATION FOR SLABS ON GRADE AND OTHER DESIGNATED CONCRETE SHALL BE 8% -18% FOR LARGE TOP SIZE
AGGREGATES (1½") OR 8% -22% FOR SMALLER TOP SIZE AGGREGATES (1"OR ¾") RETAINED ON EACH SIEVE BELOW THE TOP SIZE AND ABOVE THE NO. 100 SIEVE.
A.UNLESS INDICATED OTHERWISE ON DRAWINGS, INTERIOR AND EXTERIOR SLABS ON GROUND (4"-5" NOMINAL THICKNESS), AS WELL AS FOOTINGS,PIERS AND BEAMS SHALL HAVE
A MAXIMUM COARSE AGGREGATE SIZE OF 1" (#57 STONE).
3.WATER: COMPLYING WITH ASTM C 94.
4.AIR-ENTRAINING ADMIXTURE (INTERIOR CONCRETE): AIR-ENTRAINING ADMIXTURE SHALL NOT BE ADDED FOR INTERIOR CONCRETE.
5.AIR-ENTRAINING ADMIXTURE (EXTERIOR CONCRETE): ASTM C-260. ADMIXTURE MANUFACTURER SHALL PROVIDE WRITTEN CERTIFICATION THAT THE AIR-ENTRAINING ADMIXTURE IS
COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. ALL EXTERIOR SLABS SHALL BE AIR-ENTRAINED. ACCEPTABLE PRODUCTS: EUCLID CHEMICAL AEA-92 OR AIR 40; BASF MICRO AIR; W.R.
GRACE DARAVAIR OR DAREX.
6.WATER-REDUCING ADMIXTURE: ASTM C494, TYPE A CONTAINING NOT MORE THAN 0.05% CHLORIDE IONS. ACCEPTABLE PRODUCTS: EUCLID CHEMICAL EUCON SERIES; BASF POZZOLITH
SERIES; W.R. GRACE WRDA OR DARACEM SERIES.
7.WATER-REDUCING, RETARDING ADMIXTURE: ASTM C494, TYPE D CONTAINING NOT MORE THAN 0.05% CHLORIDE IONS. ACCEPTABLE PRODUCTS: EUCLID CHEMICAL RETARDER 75; BASF
POZZOLITH SERIES OR DELVO; W.R. GRACE DARATARD 17.
8.HIGH RANGE WATER-REDUCING ADMIXTURE (SUPERPLASTICIZER): ASTM C494, TYPE F OR G CONTAINING NOT MORE THAN 0.05% CHLORIDE IONS. ACCEPTABLE PRODUCTS: EUCLID
CHEMICAL EUCON 37; BASF RHEOBUILD 1000; W.R. GRACE DARACEM-100.
9.WATER-REDUCING, NON-CORROSIVE ACCELERATING ADMIXTURE: ASTM C494, TYPE C OR E CONTAINING NOT MORE CHLORIDE IONS THAN ARE PRESENT IN MUNICIPAL DRINKING WATER.
THE ADMIXTURE MANUFACTURER MUST HAVE LONG-TERM, NON-CORROSIVE TEST DATA FROM AN INDEPENDENT TESTING LABORATORY (OF AT LEAST A YEAR'S DURATION) USING AN
ACCEPTABLE ACCELERATED CORROSION TEST METHOD SUCH AS THAT USING ELECTRICAL POTENTIAL MEASURES. ACCEPTABLE PRODUCTS: EUCLID CHEMICAL ACCELGUARD 80/90 OR NCA;
BASF NC534 OR POZZUTEC 20; W.R. GRACE POLARSET.
10.PROHIBITED ADMIXTURES:
A. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING MORE THAN 0.05% CHLORIDE IONS ARE NOT PERMITTED.
B. FLYASH IS ONLY PERMITTED IN EXTERIOR CONCRETE IN AREAS KNOWN FOR ALKALI SILICA REACTIVITY (ASR). (MAXIMUM OF 15%)
11. MACRO-SYNTHETIC FIBERS: COMPLY WITH ASTM C1116. "STRUCTURAL”FIBERS SHALL BE A PATENTED COARSE MONOFILAMENT, SELF-FIBRILLATING, POLYPROPYLENE/POLYETHYLENE
FIBER WITH A MINIMUM TENSILE STRENGTH OF 73KSI AND MINIMUM LENGTH OF 2 INCHES. ACCEPTABLE MACRO-SYNTHETIC FIBER (NO SUBSTITUTIONS): EUCLID CHEMICAL “TUF-
STRAND SF”-PHIL BRANDT -877-438-3826 / PBRANDT@EUCLIDCHEMICAL.COM
B.RELATED MATERIALS:
1. EVAPORATION RETARDER: WATERBORNE, MONOMOLECULAR FILM FORMING, MANUFACTURED FOR APPLICATION TO FRESH CONCRETE.
A.ACCEPTABLE MANUFACTURER: EUCLID CHEMICAL “EUCOBAR”
2.INTERIOR CURING: ASTM C-309 WITH A MAXIMUM VOC CONTENT OF 350G/L. THE INTERIOR SALES FLOOR SLAB SHALL BE CURED USING A REDUCED ODOR, DISSIPATING OR REMOVABLE
LIQUID MEMBRANE FORMING CURING COMPOUND.
A.ACCEPTABLE MANUFACTURER: EUCLID CHEMICAL “KUREZ DR VOX”OR “KUREZ DR 100.”
3.INTERIOR LIQUID DENSIFIER / SEALER: SODIUM SILICONATE CONTAINING AT LEAST 24% SOLIDS BY WEIGHT. MANUFACTURER OF LIQUID DENSIFIER AND SEALER MUST BE CONTACTED
PRIOR TO BIDDING FOR PRICING AND APPLICATION REQUIREMENTS.
A.ACCEPTABLE MANUFACTURER: EUCLID CHEMICAL “EUCO DIAMOND HARD”
4.INTERIOR SEMI-RIGID POLYUREA JOINT FILLER: COMPLY WITH ACI 302, SHALL BE A TWO (2) COMPONENT, 100% SOLIDS, UV RESISTANT COMPOUND, WITH MINIMUM SHORE “A”
HARDNESS OF 80. COLOR TO MATCH ADJACENT CONCRETE SURFACES.
A.ACCEPTABLE MANUFACTURER: EUCLID CHEMICAL “QWIKJOINT UVR”
5.EXTERIOR CURING: ASTM C 1315 WITH A MAXIMUM VOC CONTENT OF 700 G/L. ALL EXTERIOR CONCRETE SLABS SHALL BE CURED USING A LIQUID MEMBRANE-FORMING CURING
COMPOUND.
A.ACCEPTABLE MANUFACTURER: EUCLID CHEMICAL “SUPER DIAMOND CLEAR VOX.”
6.EXTERIOR URETHANE JOINT SEALANT: ASTM C 920-86, TYPE S, GRADE NS, AND CLASS 25 INDUSTRIAL GUN GRADE POLYURETHANE SEALANT SHALL EXHIBIT A SHORE “A”HARDNESS OF 40
AND AN ELONGATION OF 250%.
A.ACCEPTABLE MANUFACTURER: EUCLID CHEMICAL “EUCOLASTIC 1 NS/SL”
CONCRETE MIXES
A. COMPLY WITH ACI 301 REQUIREMENTS FOR CONCRETE MIXES.
B. CONCRETE MIXES SHALL BE PROPORTIONED ACCORDING TO ACI 301, FOR NORMAL-WEIGHT CONCRETE DETERMINED BY EITHER LABORATORY TRIAL MIX OR FIELD TEST DATA.
C. COMPRESSIVE STRENGTH (28 DAYS):
1. INTERIOR SLAB: 4000 PSI, WITH A MAXIMUM WATER/CEMENT RATIO OF .53, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
2. EXTERIOR SLAB: 4000 PSI, WITH A MAXIMUM WATER/CEMENT RATIO OF .45, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
A.CONCRETE MATERIALS INCLUDED IN THE MIX DESIGN SHALL BE THE SAME MATERIALS PROVIDED TO THE PROJECT, AND SHALL BE PREPARED BY AN INDEPENDENT TESTING
LABORATORY APPROVED BY THE OWNER. PER ACI REQUIREMENTS, IF SUFFICIENT BACKUP DATA IS NOT AVAILABLE, THE LABORATORY MIX SHALL EXCEED THE DESIRED JOB
STRENGTH OF CONCRETE BY 1,200 PSI. FOUR COPIES OF THE MIX SHALL BE SUBMITTED TO THE OWNER BEFORE CONCRETE WORK BEGINS.
D.SLUMP: CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 5½" FOR INTERIOR AND EXTERIOR CONCRETE. UNLESS INDICATED ON DRAWINGS, ALL OTHER CONCRETE SHALL NOT EXCEED A 4" SLUMP.
E.MACRO-SYNTHETIC FIBER ADDITION: ALL INTERIOR AND EXTERIOR SLABS ON GROUND CONCRETE SHALL CONTAIN THE SPECIFIED MACRO-SYNTHETIC FIBER USED AT A RATE OF NO LESS THAN 5.0
LBS/CUBIC YARD. ACTUAL FIBER DOSAGE MAY VARY BASED ON JOB SITE CONDITIONS AND SHALL BE CALCULATED BY STRENGTH EQUIVALENCY TO CONVENTIONAL REINFORCEMENT
REQUIREMENTS. REQUIRED INFORMATION MAY INCLUDE, BUT NOT BE LIMITED TO SITE PREP, SUBBASE AND CONCRETE PROPERTIES, CURING AND LOADING CONDITIONS. THE “ENGINEER OF
RECORD”SHALL CONTACT EUCLID CHEMICAL TO DISCUSS ACTUAL PROJECT CONDITIONS AND THE RESULTANT REQUIRED FIBER DOSAGE RATE. FIBERS MAY BE ADDED AT PLANT LOCATION OR JOB-
SITE AND SHALL BE MIXED IN CONCRETE FOR A MINIMUM OF 4 MINUTES.EUCLID CONTACT: MIKE MAHONEY –216-692-8301 / DON MILLER –216-692-8140.
F.ADJUSTMENT TO CONCRETE MIXES: MIX ADJUSTMENTS MAY BE REQUESTED BY THE GENERAL CONTRACTOR WHEN CHARACTERISTICS OF MATERIALS, JOB CONDITIONS, WEATHER, TEST RESULTS
OR OTHER CIRCUMSTANCES WARRANT; AT NO ADDITIONAL COST TO THE OWNER AND AS ACCEPTED BY THE OWNER. LABORATORY TEST DATA FOR REVISED MIX AND STRENGTH RESULTS MUST BE
SUBMITTED TO AND ACCEPTED BY THE OWNER PRIOR TO WORK. CONCRETE TESTING AND INSPECTION AGENCY AND CONCRETE CONTRACTOR SHALL VERIFY THAT THE CONCRETE MIX DESIGN WILL
PRODUCE CONCRETE THAT MEETS THE SPECIFICATIONS AS SPACIFIED HERE. IN ADDITION, THE GENERAL CONTRACTOR AND CONCRETE CONTRACTOR SHALL VERIFY THAT THE WORKABILITY,
FINISHABILITY AND SETTING TIMES ARE APPROPRIATE FOR CONCRETE INSTALLATIONS. PLACEMENT SHALL BE MADE BY CONCRETE TRUCK CHUTE. IF CONCRETE PUMPING IS REQUIRED, THE
PROPORTIONS ESTABLISHED ABOVE SHALL NOT BE ALTERED TO SUIT THE CAPABILITIES OF THE PUMPING EQUIPMENT. FOR CONCRETE CONTAINING MACRO-SYNTHETIC FIBERS, ADDITIONAL
WATER REDUCER MAY BE NECESSARY. THE ADDITION OF WATER IS NOT PERMITTED INTO CONCRETE MIXTURE AFTER ADDITION OF MACRO-SYNTHETIC FIBERS.
G.INTERIOR CONCRETE:CONCRETE SHALL BE DESIGNED TO MEET 4000 PSI COMPRESSIVE STRENGTH @ 28 DAYS AND EXHIBIT <0.04% SHRINKAGE @ 28 DAYS. THE MIX SHALL CONTAIN
APPROXIMATELY 12 CUBIC FEET OF #57 AGGREGATE (1" TOP SIZE), THE SPECIFIED WATER REDUCING ADMIXTURE AND A MAXIMUM WATER / CEMENT RATIO OF 0.53 (MAX.). AIR-
ENTRAINMENT IS PROHIBITED. PROPOSED MIX DESIGN SHALL BE SIMILAR TO THE FOLLOWING MIX:
INTERIOR SALES FLOOR PROTOTYPE MIX:
H.EXTERIOR CONCRETE:CONCRETE SHALL BE DESIGNED TO MEET 4000 PSI COMPRESSIVE STRENGTH @ 28 DAYS AND EXHIBIT <0.04% SHRINKAGE @ 28 DAYS. THE MIX SHALL CONTAIN
APPROXIMATELY 12 CUBIC FEET OF #57 AGGREGATE (1" TOP SIZE), THE SPECIFIED WATER REDUCING ADMIXTURE AND ACHIEVE A MAXIMUM WATER / CEMENT OF 0.45. AIR-ENTRAINMENT
SHALL BE AS SPECIFIED. PROPOSED MIX DESIGN SHALL BE SIMILAR TO THE FOLLOWING PROTOTYPE MIX:
EXTERIOR SIDE YARD PROTOTYPE MIX:
PART 3 -EXECUTION
INSTALLATION (GENERAL)
A. FORMWORK: DESIGN, CONSTRUCT, ERECT, SHORE, BRACE, AND MAINTAIN FORMWORK ACCORDING TO ACI 301.
1. FORM WORK: FORM ALL SLABS, STAIRS AND OTHER FORMED CONCRETE WITH METAL FORMS OR ¾" PLYWOOD. FOR EXPOSED SURFACES USE FORMS WITH AN UNDAMAGED FACEL.
B. VAPOR RETARDER: ASTM E 1643 (IF INDICATED ON DRAWINGS): INSTALL,PROTECT, AND REPAIR VAPOR-RETARDER SHEETS; PLACE SHEETS IN POSITION WITH LONGEST DIMENSION PARALLEL WITH
DIRECTION OF POUR.
1. PLASTIC VAPOR RETARDER FOR CONCRETE FLOOR SLAB SHALL BE 10-MIL (MINIMUM) POLYETHYLENE. SEAL VAPOR RETARDER COMPLETELY AROUND ALL PIPES AND CONDUITS. INSPECT
VAPOR RETARDER THOROUGHLY AND REPAIR ALL PUNCTURES AND TEARS IMMEDIATELY PRIOR TO PLACING CONCRETE. ALL LAPS SHALL BE 18" MINIMUM, AND SEALED WITH A
COMPLETELY CONTINUOUS PRESSURE SENSITIVE TAPE
CONCRETE PLACEMENT
A. CARBON MONOXIDE / CARBON DIOXIDE EXPOSURE: IF THE BUILDING IS ENCLOSED/SALES FLOOR SLAB IS PLACED LAST, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SALES
FLOOR EXPOSURE TO EXCESSIVE EXHAUST GASES CONTAINING CARBON DIOXIDE (CO2) OR CARBON MONOXIDE (CO). TO MINIMIZE POTENTIAL DAMAGE TO INTERIOR CONCRETE FLOOR DURING
SLAB PLACEMENT AND CURING PERIODS, MAXIMUM CO2 LEVELS SHALL BE 4,500 PARTS PER MILLION AND MAXIMUM CO LEVELS SHALL BE 15 PARTS PER MILLION AT CONCRETE SURFACE WITHIN
5 FEET OF ANY SOURCE OF EXHAUST GASES. UNVENTED COMBUSTION HEATERS SHALL NOT BE IN OPERATION DURING CONCRETE PLACEMENT, AND EQUIPMENT INSIDE THE BUILDING DURING
CONCRETE PLACEMENT SHALL BE LIMITED TO THE EQUIPMENT NECESSARY TO PLACE AND FINISH CONCRETE. ONLY ONE CONCRETE TRUCK SHALL BE IN THE BUILDING AT ANY GIVEN TIME, AND
UNDER NO CIRCUMSTANCE SHALL THERE BE ANY EARTH MOVING EQUIPMENT,DUMP TRUCKS, GRADING EQUIPMENT, OR ANY OTHER MOTORIZED EQUIPMENT IN OPERATION UNTIL AFTER THE
INTERIOR CONCRETE FLOOR IS PLACED AND PROTECTED BY SPECIFIED CURING METHOD. CARBON MONOXIDE AND CARBON DIOXIDE SHALL BE CHECKED USING AN APPROPRIATE METER FROM A
COMPANY SIMILAR TO THE FOLLOWING: CEA INSTRUMENTS, INC., 16 CHESTNUT STREET, EMERSON, NJ 07630; PHONE (201-967-5660); WEBSITE: WWW.CEAINSTR.COM.
B. COMPLY WITH REQUIREMENTS IN ACI 301 FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE.
1. INSTALL CRUSHED STONE BASE TO THE MINIMUM COMPACTED THICKNESS AS INDICATED ON THE CONSTRUCTION DOCUMENTS. CRUSHED STONE SHALL BE COMPACTED TO 98%
STANDARD PROCTOR DENSITY IN ACCORDANCE WITH ASTM D 1557. THE IN-PLACE DENSITY SHALL BE TESTED FOR COMPLIANCE NO MORE THAN 48 HOURS PRIOR TO CONCRETE
PLACEMENT USING ASTM D 1556, ASTM D 2167, OR ASTM D 2922. ONE COPY OF TEST RESULTS SHALL BE FORWARDED TO THE OWNER.
2. COOPERATE WITH ALL OTHER TRADES. CONFER WITH ELECTRICAL, MECHANICAL, PLUMBING, CARPENTERS, STEEL WORKERS, ETC. MAKE SURE THAT ALL SLEEVES, ANCHOR, INSERT,
CONDUIT, FLOOR BOXES, PIPES, FITTINGS, AND OTHER ITEMS ARE INSTALLED BEFORE PLACING CONCRETE. MAKE PROVISIONS FOR DOOR SADDLES, AND THRESHOLDS.
3. THE GENERAL CONTRACTOR SHALL ENSURE THE ACCURACY, PLACEMENT AND ALIGNMENT OF ALL UNDER-SLAB WORK. THE PLACEMENT OF ALL BOXES SHALL BE SQUARE, LEVEL AND TRUE
IN ALL RESPECTS.
4. CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C 94.
C. COMPLY WITH ACI 305, “HOT WEATHER CONCRETE”AND ACI 306, “COLD WEATHER CONCRETE”FOR PROTECTION DURING PLACING, FINISHING AND CURING.
D. FORM-RELEASE AGENT: COAT ALL REMOVABLE WOOD AND METAL FORMING WITH A VOC COMPLIANT, LIGHT VISCOSITY NON-STAINING, CONCRETE FORM-RELEASE AGENT. ALLOW EXCESS LIQUID
TO DRAIN OFF BEFORE FORMS ARE PLACED.
E. TRANSPORT: PLACE AT POINT OF USE AND CONSOLIDATE WITH A CONCRETE VIBRATOR. DO NOT ALLOW CONCRETE TO SEGREGATE. MAXIMUM FREE FALL FOR CONCRETE IS 3 FEET. A VIBRATOR IS
REQUIRED FOR PLACEMENT OF CONCRETE IN WALLS, PIERS, FOOTINGS AND TURNDOWNS.
F. CONCRETE PLACEMENT: PLACE ON FIRM, UNDISTURBED EARTH OR PROPERLY COMPACTED FILL. CONSOLIDATE BY VIBRATING, WITHOUT SEGREGATION. DO NOT PLACE CONCRETE WHEN
TEMPERATURE IS 40°F AND FALLING OR WHEN FREEZING WEATHER IS PREDICTED WITHIN 24 HOURS.
1. PLACE CONCRETE WITHIN THE MINIMUM TEMPERATURE RANGE AS SPECIFIED IN ACI 301
2. PROTECT CONCRETE AS REQUIRED IN ACI 301
3. CONCRETE SHALL NOT CONTAIN TYPE III, HIGH EARLY STRENGTH CEMENT,CALCIUM CHLORIDE, CORROSIVE ACCELERATORS OR ANTIFREEZE.
4. CONCRETE SHALL BE PLACED BEFORE INITIAL SET HAS OCCURRED AND IN NO EVENT AFTER IT HAS CONTAINED ITS WATER CONTENT FOR MORE THAN 1½ HOURS.
5. UNLESS OTHERWISE SPECIFIED, ALL CONCRETE SHALL BE PLACED UPON CLEAN, DAMP, SMOOTH SURFACES THAT ARE FREE FROM RUNNING WATER. SUBGRADE AND BASE SHALL BE
PROPERLY CONSOLIDATED AND RUT-FREE.
6. CONCRETE SHALL NOT BE PLACED UPON SOFT MUD OR DRY POROUS EARTH. THE CONCRETE SHALL BE CONSOLIDATED AND WORKED, IN AN APPROVED MANNER, INTO ALL CORNERS AND
ANGLES OF THE FORMS AND AROUND REINFORCEMENT AND EMBEDDED FIXTURES IN SUCH A MANNER AS TO PREVENT SEGREGATION OF THE COARSE AGGREGATE AS REQUIRED IN ACI
301.
G. CAREFULLY PROTECT ALL MASONRY AND METAL BUILDING WALLS BY COVERING WITH WATERPROOF PAPER WHILE CONCRETE IS PLACED.
FORMED SURFACE FINISHES
A. ROUGH-FORMED FINISH: AS-CAST CONCRETE TEXTURE IMPARTED BY FORM-FACING MATERIAL WITH TIE HOLES AND DEFECTIVE AREAS REPAIRED AND PATCHED, AND FINS AND OTHER
PROJECTIONS EXCEEDING ¼" IN HEIGHT SHALL BE RUBBED DOWN OR CHIPPED OFF.
1. APPLY TO CONCRETE SURFACES NOT EXPOSED TO PUBLIC VIEW.
B. SMOOTH-FORMED FINISH: AS-CAST CONCRETE TEXTURE IMPARTED BY FORM-FACING MATERIAL, ARRANGED IN AN ORDERLY AND SYMMETRICAL MANNER WITH A MINIMUM OF SEAMS. REPAIR
AND PATCH TIE HOLES AND DEFECTIVE AREAS. COMPLETELY REMOVE FINS AND OTHER PROJECTIONS. ALL EXPOSED CONCRETE WALLS ARE TO BE GROUTED AND HAND RUBBED.
1. APPLY TO CONCRETE SURFACES EXPOSED TO PUBLIC VIEW OR TO BE COVERED WITH A COATING OR COVERING MATERIAL APPLIED DIRECTLY TO CONCRETE, SUCH AS WATERPROOFING,
DAMP-PROOFING, VENEER PLASTER, OR PAINTING.
2. DO NOT APPLY RUBBED FINISH TO SMOOTH-FORMED FINISH.
3. APPLY SMOOTH-RUBBED FINISH, DEFINED IN ACI 301, TO SMOOTH-FORMED FINISHED CONCRETE.
C. RELATED UNFORMED SURFACES: AT TOPS OF WALLS, HORIZONTAL OFFSETS,AND SIMILAR UNFORMED SURFACES ADJACENT TO FORMED SURFACES, STRIKE OFF SMOOTH AND FINISH WITH A
TEXTURE MATCHING ADJACENT FORMED SURFACES. CONTINUE FINAL SURFACE TREATMENT OF FORMED SURFACES UNIFORMLY ACROSS ADJACENT UNFORMED SURFACES, UNLESS OTHERWISE
INDICATED.
CONCRETE FINISHES AND TOLERANCES
A. GENERAL: UNLESS OTHERWISE NOTED BY OWNER, CONCRETE SALES FLOOR SLAB SHALL BE CAST IN ONE CONTINUOUS PLACEMENT. CONCRETE SHALL BE PLACED, SCREEDED, RE-STRAIGHTENED,
AND FINISHED AS NECESSARY TO MEET THE FFAND FL TOLERANCE REQUIREMENTS. INTERIOR MACHINE TROWEL FINISH SHALL BE ACHIEVED WITHIN A 2"-3" TOLERANCE OF ALL WALLS, COLUMNS
AND PARTITIONS. DO NOT WET CONCRETE SURFACES WHILE FINISHING CONCRETE.
1. LASER SCREEDS (REQUIRED), VIBRATORY SCREEDS, HIGHWAY STRAIGHTEDGES AND WOOD OR RESINOUS BULL FLOATS SHALL BE USED TO INITIATE SCREEDING AND FLOATING PROCESS TO
FORM A UNIFORM AND OPEN-TEXTURED SURFACE PLANE BEFORE EXCESS MOISTURE OR BLEED WATER APPEARS ON THE SURFACE. A BACK-UP LASER SCREED IS REQUIRED DURING
CONCRETE PLACEMENT OF THE INTERIOR SALES FLOOR SLAB. REMOVE EXCESS WATER BEFORE STARTING FLOATING OPERATIONS. DO NOT FURTHER DISTURB SURFACES BEFORE STARTING
FINISHING OPERATIONS.
2. HIGHWAY STRAIGHTEDGE OPERATIONS SHALL CONTINUE BEFORE, DURING AND AFTER TROWELING OPERATION, UNTIL THE MINIMUM SPECIFIED FLOOR TOLERANCES ARE ACHIEVED.
3. TROWEL FINISH WITH TROWEL MACHINE EQUIPPED WITH ADJUSTABLE BLADES. TROWEL THE SURFACE SUFFICIENTLY TO PRODUCE A SMOOTH, TIGHT, ABRASION RESISTANT SURFACE.
CARE SHALL BE TAKEN NOT TO OVERWORK OR BURN THE SURFACE. USE 6" WIDE FINISH STYLE STEEL-REINFORCED BLADES ON FINAL PASSES. FINISHING BLADES SHALL BE IN NEW
CONDITION AND COMPLETELY CLEAN OF ANY DELETERIOUS MATERIALS.
4. PROTECTION: CARE SHALL BE TAKEN TO PROTECT THE INTERIOR SALES FLOOR. ENTRANCES SHALL INCLUDE CLEAN FLOOR MATS TO PREVENT MUD STAINS AND ALL EQUIPMENT ON THE
FLOOR SHALL BE DIAPERED TO PREVENT SPILLS. CUTTING OILS ARE NOT ALLOWED ON THE SALES FLOOR SLAB AT ANY TIME DURING THE CONSTRUCTION PROCESS.
5. TROWEL FINISH (OTHER THAN SALES FLOOR): APPLY A HARD TROWEL FINISH TO SURFACES INDICATED AND TO FLOOR AND SLAB SURFACES EXPOSED TO VIEW OR TO BE COVERED WITH
RESILIENT FLOORING, CARPET, CERAMIC OR QUARRY TILE SET OVER A CLEAVAGE MEMBRANE, PAINT, OR ANOTHER THIN FILM-FINISH COATING SYSTEM.
6. HEAVY BROOM FINISH: SIDE YARD, MAIN ENTRY, EXIT VESTIBULES, CART STORAGE, RAMPS, APRONS AND WALKS SHALL RECEIVE A HEAVY BROOM FINISH.
B. TOLERANCES: ACI 117, “SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION & MATERIALS.”THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH FLOOR
TOLERANCE TESTING. A COPY OF THE FINAL FLOOR TOLERANCE REPORT SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO OWNER WITHIN 24 HOURS OF RECEIVING THE REPORT FROM THE
TESTING LABORATORY.
1. ALL PERIMETER AREAS AND EDGES OF THE INTERIOR SALES FLOOR SHALL EXHIBIT THE SAME FINAL FINISH.
CAST-IN-PLACE CONCRETE JOINTS
A. GENERAL: JOINTS SHALL BE CUT AS INDICATED ON DRAWINGS, AND AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT OF THE SAW AND OPERATOR AND WHEN CUTTING ACTION WILL NOT TEAR,
ABRADE OR OTHERWISE DAMAGE THE CONCRETE SURFACE. CUTS MUST BE MADE BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. EMPLOY SUFFICIENT NUMBER OF SAWS AND
WORKERS TO COMPLETE CUTTING OF SAW JOINTS WITHIN 2 HOURS AFTER FINAL FINISH OF INTERIOR FLOOR SLAB. AFTER SAW CUTTING, IMMEDIATELY VACUUM UP AND REMOVE ALL RESIDUES
COMPLETELY.
1. CONSTRUCTION JOINTS:
A.CONSTRUCTION JOINTS SHALL BE TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE (REFER TO DRAWINGS), SO AS NOT TO IMPAIR STRENGTH OR
APPEARANCE OF CONCRETE
B.CONSTRUCTION JOINTS IN SLAB ON GRADE SHALL BE BUTT JOINTS WITH SQUARE PLATE DOWELS. DO NOT USE METAL KEYWAYS.
2.ISOLATION JOINTS: INSTALL JOINT-FILLER STRIPS AT JUNCTIONS WITH SLABS-ON-GRADE AND VERTICAL SURFACES, SUCH AS COLUMN PEDESTALS, FOUNDATION WALLS, GRADE BEAMS,
AND OTHER LOCATIONS, AS INDICATED.
A.EXTEND JOINT FILLERS FULL WIDTH AND DEPTH OF JOINT, TERMINATING FLUSH WITH FINISHED CONCRETE SURFACE, UNLESS OTHERWISE INDICATED.
3.CONTROL JOINTS: FORM WEAKENED-PLANE CONTROL JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED:
A.ALL SAW CUTTING SHALL BE ACCOMPLISHED WITH A “SOFF-CUT”SAW, BY HUSQVARNA CONSTRUCTION PRODUCTS (800-288-5040), EQUIPPED WITH A PATENTED COLOR-CODED,
DIAMOND BLADE AND SKID PLATE IN NEW CONDITION. CONCRETE SUBCONTRACTOR MUST HAVE DOCUMENTED SUCCESSFUL EXPERIENCE IN THE USE OF THIS METHOD PRIOR TO
THIS PROJECT. USING A 1/8" THICK BLADE, CUT A MINIMUM OF 1" DEEP FOR 4" THICK SLABS AND 1¼" DEEP FOR 5" THICK SLABS. WHITE CHALK LINES AND CONCRETE DUST SHALL
BE REMOVED COMPLETELY AND IMMEDIATELY AFTER CUTTING OPERATION.
B.RANDOM DEPTH CHECKS SHALL BE PERFORMED BY AN INDEPENDENT TESTING COMPANY TO CONFIRM THAT THE SPECIFIED DEPTH OF CUT IS MADE. ANY CUT(S) FOUND TO BE
LESS THAN PROPER DEPTH SHALL BE RE-CUT TO THE PROPER DEPTH AND FILLED WITH SPECIFIED JOINT FILLER AT THE GENERAL CONTRACTOR’S EXPENSE.
INTERIOR SALES FLOOR PROTECTION AND CURING
A. PROTECTION: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH ACI 305 FOR HOT-WEATHER PROTECTION AND ACI
306 FOR COLD-WEATHER PROTECTION DURING PLACING AND CURING. FOR CONCRETE PLACEMENT DURING HOT, DRY AND WINDY CONDITIONS, GENERAL CONTRACTOR SHALL USE THE SPECIFIED
EVAPORATION RETARDER AS PER MANUFACTURER INSTRUCTIONS TO MAINTAIN A MOIST CONDITION AND TO MINIMIZE PLASTIC DRYING SHRINKAGE CRACKING.
B. INTERIOR SALES FLOOR SLAB PROTECTION: TAKE THE FOLLOWING MEASURES TO PROTECT THE INTERIOR SALES FLOOR:
1. WRAP OR DIAPER ALL MOTORIZED AND HYDRAULIC EQUIPMENT TO PREVENT FLUID LEAKS
2. PROVIDE NON-MARKING TIRES ON RUBBER TIRED VEHICLES OR EQUIP RUBBER TIRES WITH TIRE BOOTS MADE OF NYLON FABRIC
3. PROVIDE MATS AT ALL ENTRANCES TO PREVENT MUD STAINS
C. INTERIOR CONCRETE CURING: THE INTERIOR SALES FLOOR SLAB SHALL BE CURED USING THE SPECIFIED DISSIPATING OR REMOVABLE LIQUID MEMBRANE-FORMING CURING COMPOUND. ALL
APPLICATIONS SHALL BE MADE BY AN APPROVED APPLICATOR OF THE MANUFACTURER IMMEDIATELY FOLLOWING FINAL FINISH. THE CONCRETE AND AIR TEMPERATURE SHALL BE ABOVE 50ºF.
SURFACE SHALL BE DAMP, BUT NOT WET AND CAN NO LONGER BE MARRED BY WALKING WORKMEN. APPLY “KUREZ DR VOX”OR “KUREZ DR 100”AT AN APPLICATION RATE OF 400SF/GALLON.
D. EXTERIOR CONCRETE CURING: ALL EXTERIOR CONCRETE SLABS SHALL BE CURED USING THE SPECIFIED LIQUID MEMBRANE-FORMING CURING COMPOUND. APPLICATION SHALL BE MADE BY AN
APPROVED APPLICATOR OF THE MANUFACTURER IMMEDIATELY FOLLOWING FINAL FINISH. CONCRETE AND AIR TEMPERATURE SHALL BE ABOVE 50ºF. SURFACE SHALL BE CLEAN AND DAMP, BUT
NOT WET AND CAN NO LONGER BE MARRED BY WALKING WORKMEN. APPLY “SUPER DIAMOND CLEAR VOX”AT AN APPLICATION RATE OF 400SF/GALLON.
INTERIOR CONCRETE JOINT FILLER
A. GENERAL: DO NOT COMMENCE INSTALLATION OF SEMI-RIGID POLYUREA JOINT FILLER, LIQUID DENSIFIER / SEALER AND POLISHING PROCESSES UNTIL THE BUILDING IS COMPLETELY ENCLOSED,
PERMANENT POWER AND LIGHTING IS OPERATING AND THE BUILDING IS THERMOSTATICALLY CONTROLLED. INSTALLATION OF THESE MATERIALS SHALL COMMENCE APPROXIMATELY TWO WEEKS
PRIOR TO “FIXTURE DATE.”
B. JOINT FILLER INSTALLATION: COMPLY WITH ACI 302 AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS.
1. SURFACE CLEANING OF JOINTS: CLEAN JOINTS IMMEDIATELY BEFORE INSTALLING JOINT FILLER. REMOVE FOREIGN MATERIAL THAT COULD INTERFERE WITH ADHESION OF JOINT FILLER BY
BRUSHING, GRINDING, BLAST CLEANING, MECHANICAL ABRADING, OR A COMBINATION OF THESE METHODS TO PRODUCE A CLEAN, SOUND SUBSTRATE CAPABLE OF DEVELOPING
OPTIMUM BOND WITH JOINT FILLER. REMOVE LOOSE PARTICLES REMAINING FROM ABOVE CLEANING OPERATIONS BY VACUUMING OR BLOWING OUT JOINTS WITH OIL-FREE
COMPRESSED AIR. ALSO REMOVE ALL LAITANCE AND FORM-RELEASE AGENTS FROM CONCRETE SURFACE. CLEAN NONPOROUS SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS
THAT DO NOT STAIN, HARM SUBSTRATES, OR LEAVE RESIDUES COULD INTERFERE WITH ADHESION OF JOINT SEALANTS. ALL SURFACES TO BE FILLED SHALL BE CLEAN AND DRY.
2. MIXING: JOINT FILLER IS A TWO-PART PRODUCT REQUIRING MACHINE MIXING AND PLACING. PREMIX PART “B”SEPARATELY BEFORE USING. FOLLOW PUMP MANUFACTURER'S
EQUIPMENT INSTRUCTIONS.
3. PLACEMENT: FOR PROPER LOAD TRANSFER, JOINTS MUST BE FILLED FULL DEPTH, BUT IN NO CASE SHOULD THE JOINT FILLER BE ANY LESS THAN 1" DEEP IN THE JOINT. NO BACKER ROD IS
ALLOWED. JOINTS SHOULD BE OVERFILLED AND SHAVED LEVEL WITH THE SURFACE,GIVING THE FLOOR JOINTS
4. JOINT FILLER SEPARATION: THE APPROVED JOINT FILLING APPLICATOR SHALL INCLUDE IN THEIR BID A COST PER LINEAR FOOT TO MAKE ONE RETURN TRIP TO REFILL JOINTS IF JOINT FILLER
SIDEWALL SEPARATION OR SPLITTING EXCEEDS 1/16", OR IF SURFACE PROFILE IS CONCAVE, CHATTERED OR IF VOIDS OCCUR. THIS SHALL TAKE PLACE ONE WEEK PRIOR TO GRAND
OPENING, OR AT OWNER’S REQUEST.
LIQUID DENSIFIER / SEALER AND POLISHING PROCESS
A.MOCK-UP TEST SLAB: THE FOLLOWING PROCESS IS PROVIDED AS A GUIDE. MANY FACTORS, INCLUDING, BUT NOT LIMITED TO INTERIOR FLOOR SLAB FINISH, HARDNESS AND FLATNESS WILL
DETERMINE THE INITIAL RESIN BOND DIAMOND TOOLING, INCLUDING ADDITIONAL GRINDING AND/OR POLISHING OPERATIONS REQUIRED TO MEET THE REQUIREMENTS SPECIFIED HEREIN. TRAINED
APPLICATOR SHALL PROVIDE A MOCK-UP TEST SLAB, INCLUDING APPLICATION OF LIQUID DENSIFIER/SEALER TO A DESIGNATED AREA OF THE INTERIOR FLOOR SLAB (BACK OF BUILDING), USING THE SAME
EQUIPMENT, RESIN BOND DIAMOND TOOLING, AND METHODS AS WILL BE USED TO POLISH THE INTERIOR FLOOR SLAB. INTERIOR SALES FLOOR POLISHING AND APPLICATION OF LIQUID DENSIFIER/SEALER
SHALL NOT COMMENCE UNTIL OWNER HAS ACCEPTED THE MOCK-UP TEST SLAB.
1. VERIFY PRESENCE OF CURING AND SEALING COMPOUND BY APPLYING WATER TEST TO THE SURFACE OF SLAB.
A.IF WATER BEADS, CURING AND SEALING COMPOUNDS ARE PRESENT AND MUST BE REMOVED FROM THE SLAB. COMPLETELY REMOVE THE REMNANTS OF THE DISSIPATING OR
REMOVABLE CURING COMPOUND FROM THE FLOOR SURFACE. THE FOLLOWING FLOOR STRIPPER OR REMOVAL SOLUTION SHALL BE APPLIED TO THE FLOOR AT THE PROPER RATIO TO
THOROUGHLY STRIP, CLEAN AND REMOVE ALL CURING COMPOUND RESIDUE: “EUCO CLEAN & STRIP”BY EUCLID CHEMICAL
B.IF WATER SOAKS INTO THE SURFACE INDICATING CURING AND SEALING COMPOUNDS ARE NOT PRESENT, MOVE TO STEP 3.
2.GRINDING/POLISHING EQUIPMENT SHALL BE EQUIPPED WITH 200 GRIT RESIN BOND DIAMOND TOOLING TO VERIFY IF SURFACE WILL OPEN TO ACCEPT LIQUID DENSIFIER/SEALER. IF SLAB
OPENS TO ACCEPT LIQUID DENSIFIER/SEALER, PROCEED WITH PROJECT. IF SLAB DOES NOT OPEN, DROP TO LOWER GRIT RESIN BOND DIAMOND TOOLING, AND REPEAT (100 GRIT, 80 GRIT,
50 GRIT). FOLLOW PROCESS AND DROP RESIN BOND DIAMOND TOOLING AS NEEDED UNTIL SLAB ACCEPTS DENSIFIER.
3.ALL GRIND, HONE AND POLISH STEPS SHALL INCLUDE A 2 PASS PROCESS OVERLAPPING PREVIOUS PASS BY A MINIMUM OF 6".
B.INITIAL GRIND AND HONE PROCESS:
1.START INITIAL GRIND WITH APPROPRIATE RESIN BOND DIAMOND TOOLING AS DETERMINED FROM MOCK-UP TEST SLAB.
2.OPERATE MACHINES AT 400 SQUARE FEET AN HOUR (WALK PACE), WITH HIGH TO MAXIMUM DRUM AND HEAD SPEED (TYPICALLY 300 RPM ON DRUM AND 1250 RPM ON PLANETARIES).
3.ONCE COMPLETED, CLEAN OPENED FLOOR THOROUGHLY, AND THEN APPLY EUCO DIAMOND HARD TO REJECTION. ALLOW THE SURFACE TO DRY.
4.RESIN BOND DIAMOND TOOLING SHALL BE INCREASED AT SAME OUTPUT RATES AND HEAD SPEEDS UP TO 400 GRIT HONING.
C.FINAL POLISHING PROCESS:
1.CLEAN FLOOR AND MACHINE OF ACCUMULATED LAITANCE.
2.MOUNT 800 GRIT RESIN BOND DIAMOND TOOLING AND RUN MACHINES AT 300 SQUARE FEET AN HOUR PACE WITH DRUM AND HEAD SPEEDS AT HIGH TO MAXIMUM.
3.APPLY EUCO DIAMOND HARD LIGHTLY AT 700 SQUARE FEET PER GALLON JUST PRIOR TO BURNISHING.
4.CLEAN FLOOR AND BURNISH WITH 1500 GRIT DIAMOND PAD AT 500 SQUARE FEET PER HOUR WITH A 27”BURNISHER AT 2500 RPM.
D.POLISH RESULTS: PERFORM POLISHING PROCESS TO REACH A SPECIFIED OVERALL GLOSS VALUE (SOGV) OF ≥35 AS MEASURED WITH A HORIBA IG-320, AND A SPECIFIED MINIMUM GLOSS READING
(SMGV) OF ≥30. THE APPROVED APPLICATOR SHALL TAKE FOUR GLOSS MEASUREMENT READINGS AT 90° FROM EACH OTHER, AND THEN AVERAGED FOR ONE READING AT EACH LOCATION. A
MINIMUM OF 25 READINGS SHALL BE TAKEN THROUGHOUT THE INTERIOR SALES FLOOR. THE OVERALL MEASUREMENT SHALL BE REPORTED TO GENERAL CONTRACTOR WITHIN 24 HOURS OF
THE POLISHING PROCESS. GLOSS SHALL BE CONSIDERED A QUANTITATIVE VALUE THAT EXPRESSES THE DEGREE OF REFLECTION WHEN LIGHT HITS THE CONCRETE FLOOR SURFACE. GLOSS
MEASUREMENTS WILL BE TAKEN INDEPENDENT OF AMBIENT LIGHTING AND WILL BE TAKEN WITHIN A SEALED MEASUREMENT WINDOW LOCATED BENEATH THE TEST UNIT.
URETHANE EXPANSION JOINT SEALANT APPLICATION
A. URETHANE JOINT SEALANT APPLICATION:
1. APPLY JOINT SEALANTS IN ACCORDANCE WITH MANUFACTURER’S WRITTEN INSTRUCTIONS.
2. BACK-UP MATERIAL:
A. INSTALL APPROPRIATE SIZE BACKER ROD, LARGER THAN THE JOINT WHERE NECESSARY PER MANUFACTURER’S RECOMMENDATIONS AND IN A MANNER TO PROVIDE CONCAVE
SEALANT PROFILE.
B. WHERE JOINT DEPTH DOES NOT PERMIT INSTALLATION OF BACKER ROD, INSTALL ADHESIVE-BACKED POLYETHYLENE BOND-BREAKER TAPE ALONG THE ENTIRE BACK OF JOINT TO
PREVENT 3-SIDED ADHESION OF JOINT SEALANT.
3. SEALANT: VERIFY THAT THE TEMPERATURE AND MOISTURE CONDITIONS ARE WITHIN MANUFACTURER’S ACCEPTABLE LIMITS. USING FRESH SEALANT AND EQUIPMENT THAT IS IN PROPER
WORKING ORDER, COMPLETELY FILL JOINT WITH SEALANT, FILLING FROM BOTTOM UP TO AVOID ENTRAPPING AIR.
4. USING CLEAN, DRY TOOL WITH ROUNDED EDGE AND OF APPROPRIATE WIDTH FOR EACH JOINT, TOOL FRESHLY INSTALLED SEALANT TO PROVIDE PREFERRED CONCAVE PROFILE, TO
ENSURE INTIMATE CONTACT BETWEEN SEALANT AND SUBSTRATE AND TO PROVIDE NEAT APPEARANCE. WHERE SURFACE AGGREGATE DOES NOT PERMIT PROPER TOOLING, INSTALL
SEALANT AND BACKER ROD SO THAT FACE OF JOINT IS RECESSED BEHIND EXPOSED AGGREGATE AND SEALANT IS BONDED TO FIRM, EVEN SURFACE. USE DRY TOOLING METHOD. DO NOT
USE TOOLING AGENTS SUCH AS SOAPY WATER OR TOOLING AGENTS THAT HAVE NOT BEEN APPROVED BY SEALANT MANUFACTURER.
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Project #: 20-14748
Checked By: LRV
Drawn By: TFW
fax
web
812 S. La Cassia Drive
Boise, ID 83705
(208) 345-8941
(208) 345-8946
www.tamarackgrove.com
#: C-1504firm
CONCRETE SLAB
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SHEET NOTES:
1. COORDINATE LOCATION OF ALL RTU'S WITH MECHANICAL E.O.R. SO THAT THE OPENINGS DO NOT INTERFERE WITH (E)
FRAMING.
2. G.C. TO VERIFY JOIST SIZE AND SPACING. IT IS THE G.C.'S RESPONSIBILITY TO NOTIFY THE EOR OF ANY DISCREPANCY IN THE
MEMBER SIZES NOTED IN PLANS.
3. G.C. TO VERIFY COLUMN LOCATIONS AND SIZES, TYP.
4. G.C. TO VERIFY THAT (N) RTU OPENINGS DO NOT INTERFERE WITH (E) OPEN WEB JOISTS, COORD, w/ MECH.
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Project #: 20-14748
Checked By: LRV
Drawn By: TFW
fax
web
812 S. La Cassia Drive
Boise, ID 83705
(208) 345-8941
(208) 345-8946
www.tamarackgrove.com
#: C-1504firm
PARTIAL FLOOR &
ROOF FRAMING
PLAN
53
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4
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S2.0
07/01/20
20142
N
1/16" = 1'-0"1 PARTIAL FLOOR & ROOF FRAMING PLAN
FOOTING SCHEDULE
TYPE FOOTING SIZE Bottom Reinforcing Top Reinforcing
CF1 5'-0"xCont.x1'-0" 5' CONT. SPREAD FTG w/ (5)
#5 CONT. & #5 @ 12" O.C.
N/A
CF2 3'-0"xCont.x1'-0" 3' CONT. FTG w/ (3) #5 CONT.
& #5 @ 12" O.C.
N/A
1/4" = 1'-0"2 ENLARGED FOUNDATION PLAN
N
1/4" = 1'-0"3 ENLARGED SHEAR WALL PLAN N 1/4" = 1'-0"4 ENLARGED ROOF FRAMING PLAN N
07/01/2020
MAX. SLOPE
R=3D FOR #8 BARS
& SMALLER
R=4D FOR BARS
LARGER THAN #8
4
7
/
8
"
D
R
4D (2 1/2" MIIN.)
D
(1
"
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0
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10
D
D
D
4
5
°
D
(1 1 /2 " M I N .)
1 1 /2 "D
(2'-0" MIN.)
36D
(2'-0" MIN.)
48D
SPACED SPLICE -CONCRETE
CONTACT SPLICE -MASONRY
OFFSET
BEAM STIRRUPS
COLUMN BEAM TIE
NOTE:
USE OFFSET ONLY WHERE SPECIFICALLY
DETAILED & @ COLUMNS
SPLICE CONDITIONS
TYPICAL HOOKS
SAW CUT & FILL
W/ SEMI-RIGID
EPOXY JOINT FILLER
SAW CUT, RE: CONTROL
JOINT ABOVE CONCRETE FLOOR
INTERRUPT
REINF. @ JOINT
PRE-MOLDED
JOINT MTRL.
CONSTRUCTION JOINT
CONTROL JOINT
S L A B T H I C K N E S S , M I N .
1 /4 O F O V E R A L L
CONCRETE FLOOR
2 "
NOTE:
1. D = DIAMETER OF REINFORCING BARS.
HORIZ. STEEL
CORNER BAR
VERTICAL BAR IN WALL48D
48D 48D 48D
4 8 D
1
1
PIPE SLEEVES,
AS REQUIRED, TYP.
PIPING OR UTILITY EXCAVATION
NOT ALLOWED BELOW THIS LINE
M A X .
3 ' - 0 "
6 "
M I N .3 "
4 "
T H R U T H I S A R E A
D O N O T P A S S P I P E S
3 1 /2 " M I N . C L R .
ELEVATION SECTION
T.O. FTG.
B.O. FTG.
8"PIPE SLEEVES,
AS REQUIRED, TYP.
STEM WALL
PIPE PARALLEL
TO FTG.
STEM WALL
T.O. STEM WALL
E.S.
E .S .
E.S.
E.S.
E .S .
F I E L D S C R E W
TOP TRACK SPLICED AS NOTED. TOP TRACK
ALSO CONNECTED TO ROOF DIAPHRAGM
LIGHT GAUGE HEADER
JOINT BLK'G FLAT TO MATCH SIZE & GAUGE
THICKNESS OF SHEARWALL STUD OR 2x FIRE
BLK'G TO MATCH SIZE & GAUGE THICKNESS OF
SHEARWALL STUD FOR ALL HORIZ. JOINTS.
HOLDOWN w/ SCREWS
TRACKS w/ STUDS SPACED @ NO
GREATER THAN 24" O.C.
HOLDOWN ANCHORS
E .S .
MARK
NOTES:
1.WHERE PLYWOOD PANELS ARE APPLIED ON BOTH FACES OF A WALL, PLYWOOD PANEL JOINS SHALL OCCUR AT FRAMING, INCLUDING
BLOCKING, AND FASTENERS ON EA. SIDE OF THE EDGE SHALL BE STAGGERED.
2.THE MINIMUM EDGE DISTANCE FOR FASTENERS IN THE RECEIVING MEMBERS AND THE PLYWOOD SHALL BE 3/8".
3.THE HOLDOWN ANCHOR IS IN ADDITION TO THE SILL ANCHOR BOLTS.
4. NO PANEL WIDTH LESS THAN 12" SHALL BE USED.
5.PLYWOOD MAY BE INSTALLED VERT. OR HORIZ.
6.SHEAR WALLS MORE THAN ONE VERT. PANEL IN HEIGHT SHALL HAVE EITHER VERT. OR HORIZ. STAGGERED SPLICED JOINTS AT CONT. HORIZ.
JOINTS THE BLOCKING SHALL BE A MIN. THICKNESS OF 33 MIL. w/ A MIN. WIDTH OF 1 1/2" AND SHALL BE EITHER INSTALLED ON TOP OF OR
BELOW SHEATHING.
7.SHEARWALL SHEATHING AND FASTENERS PATTERN TO BE CONTINUOUS ABOVE AND BELOW OPENING.
8.GRADE EXPOSURE 1CDX (32/16).
9.ORIENTED STRAND BOARDS (OSB) OF THE SAME EQUIVALENCE MAY BE SUBSTITUTED.
10.END STUDS SHALL BE FULL HEIGHT.
11.WHERE STUD MUST BE CUT DUE TO THE PLACEMENT OF ANCHOR BOLTS OR OTHER PRODUCTS, AN ADDITIONAL STUD SHALL BE INSERTED
ALONG SIDE.
12.ALL PANEL EDGES SHALL BE BLOCKED WITH A MIN. THICKNESS OF 33 MIL w/ A MIN. WIDTH OF 1 1/2" AND SHALL BE EITHER INSTALLED
ON TOP OF OR BELOW SHEATHING.
13.ALL SHEAR WALL SHEATHING SHALL BE 7/16" THICK A.P.A. RATED SHEATHING, EXPOSURE 1.
14.SHEATHING SHALL BE APPLIED WITH EDGES 1/8" APART AT SIDE JOINTS AND 1/8" APART AT END JOINTS.
15.CONTRACTOR TO VERIFY THE SHEAR ANCHORS ARE A MINIMUM OF 5/8" DIA. SPACED @ 48" O.C. MAX. CONTACT E.O.R. IF ANCHORS DO
NOT MEET THIS REQUIREMENT.
16.ALL SHEAR WALL PLYWOOD TO BE EXTERIOR GRADE.
SHEATHING FASTENER
SIZE
EDGE NAILING
"E.N."
EX. GRADE 7/16" APA RATED PLY #8 6" BOTH EDGE & FIELD
SILL PLATE ANCHORAGE
5/8"x8" HEADED ANCHOR
SPACING
48" O.C.SW1
LIGHT GAUGE FRAMING
LIGHT GAUGE TRACK
(1) SCREW @ EACH FLANGE
TO EACH STUD, TYP.
LIGHT GAUGE FRAMING
LIGHT GAUGE TRACK
(1) SCREW @ EACH FLANGE
TO EACH STUD, TYP.
(N) CONC. FTG.
(E) CONC. FOOTING
PROVIDE (2) #5x4'-0" @ 12" O.C. EPOXY
DOWELS INTO (E) CONC. FTG. USING
HILTI HY-200 EPOXY (ICC ESR-3187)
T.O. FOOTING
6"
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JOB NO.
DATE
SHEET NO.
#
DA
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P
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1 2 3 4 5 6 7 8 9 10
REVISIONS
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Project #: 20-14748
Checked By: LRV
Drawn By: TFW
fax
web
812 S. La Cassia Drive
Boise, ID 83705
(208) 345-8941
(208) 345-8946
www.tamarackgrove.com
#: C-1504firm
STRUCTURAL
DETAILS
53
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S3.0
07/01/20
20142
1" = 1'-0"1 REINFORCING BAR BENDS
1 1/2" = 1'-0"2 SLAB ON GRADE w/ CONTROL JOINT
3/4" = 1'-0"3 CORNER/INTERSECTION REINFORCING
3/8" = 1'-0"4 CONCRETE FOUNDATION WALL AND FOOTING PENETRATION
1/2" = 1'-0"5 STRUCTURAL SHEARWALL SCHEDULE
1 1/2" = 1'-0"6 TRACK - STUD CONNECTION
3/4" = 1'-0"7 FOOTING TO (E) FOOTING
07/01/2020
8" CONC. STEM WALL
#5x CONT. @ 12" O.C.
#5 VERT. @ 12" O.C.,
ALT. HOOKS
3 " C L R .
T.O. SLAB
CONC. SLAB-ON-GRADE,
RE: ARCH.
CONC. FTG. & REINF.
LIGHT GAUGE WALL FRAMING
1
1
#5 x 24 DOWEL @ 12" O.C.
24
T.O. FTG
EQ. 8"EQ.
EXTERIOR WALL SHTG.
8 "
BACK TO BACK STUDS
CENTERED UNDER EA.
JOIST, TYP.
METAL ROOF DECK
EXT. WALL SHEATHING
16 GA. BLOCKING
BETWEEN EACH STUD
@ 4'-0" O.C., TYP.
1/4
JOIST TO
TRACK
STANDING SEAM METAL ROOFING
AND ATTACHMENT RE: ARCH.
CONT. 600T200-68 TRACK
6OOT250-54 & 600S250-54
NESTED BLOCKING
BETWEEN JOIST SEATS w/
(2) #10 TEK SCREWS @ 12" O.C.
ROOF JOIST
4
S3.1
______________
METAL ROOF DECK
HORIZONTAL BRIDGING BY
JOIST MANUFACTURER, TYP.
EXT. WALL SHEATHING
16 GA. BLOCKING
BETWEEN EACH STUD
@ 4'-0" O.C., TYP.
WALL FRAMING
CONT. 600T200-68
TRACK
STANDING SEAM METAL
ROOFING AND
ATTACHMENT RE: ARCH.
METAL ROOF DECK
ROOF JOIST
EXTERIOR SHEATHING
BEAM
STANDING SEAM METAL ROOFING
AND ATTACHMENT RE: ARCH.
200S162-43 BLK @ 32" O.C.
1/4
JOIST TO
BEAM
BOX BEAM w/ (2)
600S162-54 STUDS AND
(2) 600T250-54 TRACKS
(2) 0.157 DIA. @ 12" O.C.
USING HILTI-XU P.A.F. OR
APPROVED EQUAL.
CONT. 600T250-54 TRACK
WALL FRAMING
(2) #10 TEK SCREWS @ 12" O.C.
600T250-54 & 600S2560-54
NESTED BLK BETWEEN JOIST SEATS
w/ (2) #10 TEK SCREWS @ 12" O.C.WIDE FLANGE COLUMN
WIDE FLANGE BEAM
NOTES:
1. BEAMS AND COLUMNS TO BE A992
STEEL, U.N.O.
2.STEEL PLATES TO BE A36, U.N.O.
3.THRU BOLTS TO BE A325, U.N.O.
12 1/4" x 6" x 5/8" PLATE w/
(4) 13/16" DIA. HOLES FOR (4)
3/4" THRU BOLTS w/ NUTS
RE:
1 7 /8 "
8 1 /2 "
1 7 /8 "
CJP
8
S3.1
______________
PLYWOOD SHEATHING w/
#10 SCREWS @ 12" O.C.
EA. WAY
METAL ROOFING AND
ATTACHMENT RE: ARCH
COPE BEAM TO ROOF SLOPE,
RE: ARCH.
BOX BEAM HEADER
RE: OPP.
TOP TRACK
WALL FRAMING
/10 S3.1
/8 S3.1
END STUD
1 ' - 0 1 /4 "
8 1 /2 "
WIDE FLANGE COLUMN
WIDE FLANGE BEAM
1 1 /2 "
1 1 /2 "
1 1/2"3" 1 1/2"
COL. WIDTH + 1/2"
C O L . W I D T H + 1 /2 "
COLUMN
1/4
EQ EQ
E Q
E Q
1/2" PLATE
1 5 /8 "
1 5 /8 "
1 5/8"1 5/8"
1 /4 "
1 /4 "
1/4"1/4"
(4) 3/4" DIA. HOLES w/ (4)
1/2" DIA. GR. 36 HEX HEAD
CAST-IN ANCHORS w/ 9"
EMB.
8" CONC. STEM WALL
#5x CONT. @ 12" O.C.
#5 VERT. @ 12" O.C., ALT. HOOKS
3 " C L R .
T.O. SLAB
CONC. SLAB-ON-GRADE
1/2" ISOLATION JOINT w/ SEALANT
1
1
#5 x 24 DOWEL @ 12" O.C.
24
1
1
#4 x 24" w/ 12" EMBED. ON EA. SIDE
#4 x 10 @ 18" O.C.
24
#4 CONT. TOP AND BOTTOM
T.O. FTG.
CONC. FTG. & REINF.
SLOPE: RE: ARCH.
EQ. 8"EQ.
STUD PACK CENTERED ON JOIST
STUD WALL FRAMING, TYP.
1/4
ROOF JOIST
6x6x1/4" PLATE w/ (8) 0.157 DIA.
HILTI-XU PA.F. INTO TRACK, EQ.
SPACED
METAL ROOF DECK
600T250-54 & 600S250-54
NESTED BLOCKING
BETWEEN JOIST SEATS w/
(2) #10 TEK SCREWS @ 12" O.C.
TO TOP TRACK
LIGHT GAUGE JAMB
FRAMING
HEADER TOP TRACK
2x2x18 GA. CLIP ANGLE
TO BE WALL WIDTH (-1/2")
w/ (2) SCREWS @ EACH LEG
(E) LIGHT GAUGE WALL
FRAMING
HEADER BOTTOM TRACK
ATTACH BOTTOM TRACK
TO HEADER w/ (1) SCREW @
12" O.C. @ EACH FLANGE
ATTACH TOP TRACK
TO VERT. HEADER STUDS
w/ SCREWS @ 12" O.C.
EXTEND WEB OF OUTER VERTICAL
HEADER STUDS AS SHOWN & ATTACH
TO JAMB(S) w/ (3) SCREWS @ EACH
FLANGE OF EACH JAMB
ADDITIONAL JAMB STUDS WHERE
SPECIFIED, RE: SCHEDULE
NOTE:
1. ADJACENT STUD FRAMING
NOT SHOWN FOR CLARITY.
NESTED STUD
COL. WIDTH + 1/2"
C O L . W I D T H + 1 /2 "
COLUMN
1/4
EQ EQ
E Q
E Q
19x11 1/2x1/2" BASE PLATE
3"3"
1 /4 "
1 /2 "
1/4"1/4"
(4) 11/16" DIA. HOLES w/ (4) 1 3/8"
DIA. ASTM F 1554 GR. 36 HEX HEAD
CAST-IN ANCHORS w/ 9" EMB.
5 1/2"
2 5 /8 "
1 ' - 2 "
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JOB NO.
DATE
SHEET NO.
#
DA
T
E
T
Y
P
E
1 2 3 4 5 6 7 8 9 10
REVISIONS
Th
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s
d
o
c
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(
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Project #: 20-14748
Checked By: LRV
Drawn By: TFW
fax
web
812 S. La Cassia Drive
Boise, ID 83705
(208) 345-8941
(208) 345-8946
www.tamarackgrove.com
#: C-1504firm
RECEIVING DOCK
DETAILS
53
0
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S3.1
07/01/20
20142
3/4" = 1'-0"1 EXTERIOR WALL FOOTING
1" = 1'-0"3 ROOF JOIST TO WALL - PERPENDICULAR
1" = 1'-0"5 ROOF JOIST TO WALL - PARALLEL
1" = 1'-0"6 JOIST TO MOMENT FRAME BEAM
1 1/2" = 1'-0"7 WIDE FLANGE MOMENT FRAME
1 1/2" = 1'-0"8 WIDE FLANGE BEAM END-PLATE BOLT HOLE LAYOUT
1" = 1'-0"9 WIDE FLANGE COLUMN BASE PLATE
3/4" = 1'-0"2 EXTERIOR WALL FOOTING
1 1/2" = 1'-0"4 LIGHT GAUGE JOIST BEARING/STUD PACK ELEVATION
3" = 1'-0"10 TYPICAL HEADER FRAMING
1" = 1'-0"11 SIGNBOARD COLUMN BASE PLATE
07/01/2020
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NOTE:GENERAL CONTRACTOR SHALL ENGAGE LANDLORD'SROOFING CONTRACTOR FOR ANY ROOFING WORK.NOTE:MECHANICAL CONTRACTOR SHALL REFER TO DRAWINGM1.1 FOR LABELING OF EQUIPMENT PROCEDURE.NOTE:MECHANICAL CONTRACTOR SHALL REFER TO THE SIEMENSEMS DRAWING SET (EMS-1 AND EMS-2) FOR COMPLETEINTERFACE REQUIREMENTS.NOTE:MECHANICAL CONTRACTOR SHALL ENSURE ALL NEWEXPOSED DUCTWORK IS SEALED CLEANLY IN THE EVENT ITDOES NOT RECEIVE A FINAL PAINTED FINISH. COORDINATEWORK WITH GENERAL CONTRACTOR AND HARBOR FREIGHTTOOLS' PROJECT MANAGER.NOTE:MECHANICAL CONTRACTOR SHALL CONFIRM THE EXISTENC
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#DATE TYPE
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This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
HARBOR FREIGHT TOOLS
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NOTE: MECHANICAL CONTRACTOR SHALL VERIFY THE LANDLORD INSTALLED UNITS ARE OPERATIONAL AND ARE PROVIDED WITH A1-YEAR WARRANTY FROM THE DATE OF STORE OPERATING. MECHANICAL CONTRACTOR SHALL INCLUDE IN THE PROPOSAL A1-YEAR GUARANTEE OF ALL MATERIALS AND EQUIPMENT INSTALLED OR ADDED AS PART OF THE TENANT IMPROVEMENTS.
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#DATE TYPE
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This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
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#DATE TYPE
1
2
3
4
5
6
7
8
9
10
R
E
V
I
S
I
O
N
S
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
HARBOR FREIGHT TOOLS
2
0
1
4
2
0
7
/
0
1
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2
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REXBURG, ID 83440530 NORTH 2nd EAST STREET
7
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1
2
3
4
5
6
7
8
9
10
R
E
V
I
S
I
O
N
S
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
HARBOR FREIGHT TOOLS
2
0
1
4
2
0
7
/
0
1
/
2
0
REXBURG, ID 83440530 NORTH 2nd EAST STREET
7
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1
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#DATE TYPE
1
2
3
4
5
6
7
8
9
10
R
E
V
I
S
I
O
N
S
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
HARBOR FREIGHT TOOLS
2
0
1
4
2
0
7
/
0
1
/
2
0
REXBURG, ID 83440530 NORTH 2nd EAST STREET
7
/
1
/
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EACH LENGTH OF PIPE, FITTINGS, TRAP, FIXTURE, MATERIAL, ETC., UTILIZED IN THE PLUMBING SYSTEM SHALL BEAR THE IDENTIFICATION OF THEMANUFACTURER, AND APPLICABLE STANDARD TO WHICH IT WAS MANUFACTURED.ALL MATERIALS USED SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE STANDARDS UNDER WHICH THE MATERIALS ARE ACCEPTED. ALSO THEMANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE FOLLOWED.PIPES PASSING THROUGH CONCRETE SHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE SHEATHING OR WRAPPING.PLUMBING SYSTEM SHALL BE INSTALLED SO AS TO PREVENT STRAINS AND STRESSES THAT EXCEED THE STRUCTURAL STRENGTH OF THE PIPE.JOINTS AT THE FLOOR, ROOF AND AROUND VENT PIPES SHALL BE MADE WATER TIGHT.HANGERS, ANCHORS AND SUPPORTS SHALL SUPPORT THE PIPING AND THE CONTENT OF THE PIPING. HANGERS AND STRAPPING MATERIALS SHALL BE OFAPPROVED MATERIALS THAT WILL NOT PROMOTE GALVANIC ACTION. PIPE SHALL BE SUPPORTED AS FOLLOWS: CAST IRON PIPE MAXIMUM HORIZONTAL 5'-0" COPPER PIPE MAXIMUM HORIZONTAL 12'-0" COPPER TUBING 1-1/4" AND LESS MAXIMUM HORIZONTAL 6'-0" COPPER TUBING 1-1/2" AND LARGER MAXIMUM HORIZONTAL 10'-0"RIGID SUPPORT SWAY BRACING SHALL BE PROVIDED AT CHANGES IN DIRECTION OVER 45° FOR PIPE SIZE 4" AND ABOVE.PLUMBING CONTRACTOR SHALL MAKE THE APPLICABLE TESTS. PLUMBING CONTRACTOR TO GIVE REASONABLE ADVANCE NOTICE TO THE CITY WHEN THEPLUMBING WORK IS READY FOR TESTS. THE FOLLOWING TESTS ARE REQUIRED: DRAINAGE & VENT WATER TEST: MINIMUM 10 FEET OF HEAD AND KEPT IN FOR AT LEAST 15 MINUTES BEFORE INSPECTION STARTS DRAINAGE & VENT AIR TEST: MINIMUM 5 PSI FOR AT LEAST 15 MINUTES DRAINAGE & VENT FINAL TEST: SHALL BE VISUAL AND IN SUFFICIENT DETAIL TO DETERMINE COMPLIANCE WATER DISTRIBUTION SYSTEM: MINIMUM 100 PSI WATER PRESSURETHE SUPPLY LINES AND FITTINGS FOR EVERY FIXTURE SHALL BE INSTALLED TO PREVENT BACKFLOW.THE FIXTURES SHALL BE SET LEVEL AND IN PROPER ALIGNMENT.CONNECTIONS BETWEEN THE DRAIN AND FLOOR OUTLET PLUMBING FIXTURE SHALL BE MADE WITH A FLOOR FLANGE.FLOOR DRAIN SHALL CONFORM TO ASME A112.6.3 OR ASME A112.3.1.WATER HEATER RELIEF VALVE SHALL CONFORM TO ANSI Z21.22.WATER HEATER DRAIN VALVE SHALL CONFORM TO ASSE 1005.AFTER CONSTRUCTION THE INDIVIDUAL WATER SUPPLY SYSTEM SHALL BE PURGED OF DELETERIOUS MATTER AND DISINFECTED.WATER-HAMMER ARRESTOR SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION AND ASSE 1010.COPPER OR COPPER-ALLOY TUBING (TYPE K, L & M) SHALL MEET ASTM B75, ASTM B88, ASTM B251, ASTM B447. WATER PIPING TO CONFORM TO NSF61 ANDSHALL HAVE A MINIMUM PRESSURE RATING OF 100 PSI. THE JOINING OF SUPPLY PIPING TO BE MADE WITH LEAD-FREE (LESS THAN .2 PERCENT) SOLDERAND FLUXES.SANITARY DRAINAGE SYSTEM SHALL HAVE MINIMUM 1/8" PER FOOT SLOPE. FOR PIPING 3" TO 4" & 1/4" PER FOOT SLOPE FOR 2-1/2" PIPE & LESS.MECHANICAL JOINTS COUPLINGS FOR HUBLESS PIPE AND FITTINGS SHALL COMPLY WITH CISPI 310 OR ASTM C1277. THE ELASTOMERIC SEALING SLEEVESHALL CONFORM TO ASTM C564.CLEANOUTS PLUGS TO BE BRASS. HORIZONTAL DRAINS SHALL HAVE CLEANOUTS AT 50 FEET ON CENTERS, AT EACH CHANGE (45 DEGREE) IN DIRECTIONAND AT EACH BASE OF STACK. CLEANOUTS TO HAVE A MINIMUM CLEARANCE OF 18" FOR RODDING.VENT PIPES SHALL EXTEND THROUGH THE ROOF AND TERMINATE AT LEAST 6 INCHES ABOVE THE ROOF. VENT PIPE THROUGH ROOF TO BE MADE WATERTIGHT.THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE, THE PLUMBING CONTRACTOR SHALL INCLUDE ALL NEEDED OFFSETS, CHANGES IN DIRECTION, ETC. NEEDED FOR COMPLETE AND OPERATIONAL SYSTEMS.THE CONTRACTOR WILL VISIT THE SITE AND BE FAMILIAR WITH SITE CONDITIONS. NO EQUIPMENT OR MATERIAL IS TO BE ORDERED OR FABRICATED PRIOR TO FIELD VERIFICATION OF ALL MEASUREMENTS, CLEARANCES, POTENTIAL CONFLICTS WITH EXISTING CONDITIONS OR THAT OF OTHER TRADES ON THE JOB.PERFORM ALL WORK IN ACCORDANCE WITH THE, RULES & REGULATIONS OF THE APPROPRIATE STATE AND LOCAL BUILDING CODES AND SUBTITLES.QUESTIONS REGARDING THESE DRAWINGS SHALL BE ADDRESSED TO THE ENGINEER PRIOR TO THE AWARDING OF THE CONTRACT. OTHERWISE THEENGINEER'S INTERPRETATION OF THE MEANING AND INTENT OF THE DRAWINGS SHALL BE FINAL.TENANT'S CONTRACTOR IS TO VERIFY POINTS OF CONNECTION OF ALL VENT, SEWER AND WATER LINES WITH LANDLORD BEFORE PROCEEDING WITHWORK.INSTALL SHUT OFF VALVES AT ALL PLUMBING FIXTURES.INSTALL HAMMER ARRESTORS AT ALL PLUMBING FIXTURES.ALL EXPOSED PIPING ABOVE TENANT'S CEILING SHALL BE INSULATED WITH A MINIMUM OF 1" GLASS FIBER WITH NON-COMBUSTIBLE UL RATED VAPORBARRIER JACKET PER CODE.TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL INCLUDING MALLMANAGEMENT'S RULES AND REGULATIONS.THE MOUNTING HEIGHTS OF ALL ACCESSORY ITEMS AND HARDWARE SHALL COMPLY WITH NBHA "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE"AND/OR THE LATEST REQUIREMENTS OF THE A.D.A. REGULATIONS, OR CABO/ANSI STANDARDS WHICHEVER APPLICATION IS MORE STRINGENT FOR ITSUSE.TENANT CONTRACTOR IS TO HAVE ALL WEATHERPROOFING OF ROOF PENETRATIONS DONE BY LANDLORD'S APPROVED ROOFING CONTRACTOR.PLUMBING CONTRACTOR TO INSULATE ANY EXISTING EXPOSED OR RE-INSULATE ANY DAMAGED, MISSING PIPE INSULATION WITH NEW PIPE INSULATION.PLUMBING CONTRACTOR SHALL SNAKE ALL EXISTING SANITARY SEWERS A MINIMUM OF 100 FEET. ANY EXTERIOR TRUCK DOCK DRAINS SHALL BE SNAKEDA MINIMUM OF 100 FEET.PLUMBING CONTRACTOR SHALL VIDEO ALL STORM AND SANITARY LINES DURING THE FIRST WEEK OF CONSTRUCTION AND AFTER CONSTRUCTION ISCOMPLETE. VIDEO OF SANITARY LINES SHALL INCLUDE ALL FLOOR DRAINS AND CLEANOUTS. PLUMBING CONTRACTOR SHALL ISSUE WRITTENEVALUATIONS TO HARBOR FREIGHT TOOLS' PROJECT MANAGER UPON COMPLETION OF EACH VIDEO AND UPLOAD BOTH VIDEOS TO PROTRACK ANDPROVIDE A CD IN CLOSEOUT PACKAGE.THE SPOUTS OF DRINKING FOUNTAINS AND WATER COOLERS SHALL BE AT THE FRONT OF THE UNIT AND SHALL DIRECT THE WATER FLOW IN ATRAJECTORY THAT IS PARALLEL OR NEARLY PARALLEL TO THE FRONT OF THE UNIT. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4 IN. HIGHSO AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. ON AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVALBOWL, THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3 IN. OF THE FRONT EDGE OF THE FOUNTAIN.PLUMBING GENERAL NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.17.16.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.1/2 (105°F)1-1/21-1/2
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This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
HARBOR FREIGHT TOOLS
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ELECTRICAL SPECIFICATIONS A: DESCRIPTION OF WORK i. Furnish and install new conduit and wire.ii. Furnish and install new fuses, circuit breakers, panelboards etc. iii. Install new lighting fixtures as indicated.B: CODES, PERMITS AND FEES ii. iii. iv.C: GENERAL REQUIREMENTS FOR SUBMITTING & BIDD: RACEWAYS 7.8.9. The use of perforated iron for supporting conduits will not be permitted.10. i. ii. iii.11.14. Conduits below grade shall be installed in conformance with:E: FITTINGS FOR CONDUIT3. Fittings for rigid conduit: Cast or malleable iron bodies, zinc or cadmium plated, with full threaded hubs, screw covers and gaskets when located in areas requiring gaskets. Approved manufacturers: Crouse-Hinds, Pyle National, Appleton.2. Fittings for rigid plastic conduit: Polyvinyl chloride, joints solvent welded in field, providing continuity of mechanical strength and water tightness. Fittings and cement shall be produced by the same manufacturer as the conduit.1. Couplings and connectors for EMT: Die cast zinc, steel, or aluminum compression type. Set screw type will also be permitted. Approved manufacturers, Thomas & Betts, Steel City, O-Z Gedney.iii.Duct joints shall be sealed with waterproof joint compound. Ducts shall be supported at least 3in. above thetrench bottom on plastic supports with spacing not exceed 5'. Before duct is placed, supports shall bealigned, set to grade, and placed in concrete to prevent movement when encasement is placed. Ducts shallbe secured to supports and spacers placed for tiered ducts.iv.All secondary power service underground ducts shall be encased with 3000 psi concrete. All undergroundducts shall be 4" in diameter schedule 40 rigid non-metallic (P.V.C.) ducts with ground wires, unlessspecifically indicated otherwise on the drawings. concrete encasement shall be in accordance with theapplicable provisions of the general trades portion of the specifications.v.Encasement shall be continuous monolithic pour providing a minimum of 3" completely arownd the ducts.Concrete shall not be poured directly on top of the ducts, but shall be poured from the sides and allowed toflow over the ducts.vi.Bell ends shall be installed at all duct terminations or as required by the power company. Fittings, couplingsand other accessories, as recommended by the manufacturer, shall be provided and installed.vii.Ducts shall be cleaned by rodding and brushing. It shall be the contractors responsibility to assure a full boreopening throughout the duct system.the "NEC" - (NFPA-70). National Electrical Safety Code (ANSI-C2). All applicable state and local codes. Applicable provisions of the Occupational Safety and Health Act. Straight runs - not over one hundred (100) feet apart. One (1) 90 degree bend - not over seventy five (75) feet apart. Two (2) or more 90 degree bends - not over fifty (50) feet apart. ii.The bottom of the trench shall be undisturbed earth or thoroughly compacted fill. The contractor shall beresponsible for such compaction. the bottom shall be free of projecting rocks or other foreign matter. Wheremuck or unstable ground is encountered in the bottom of the trench, it shall be excavated to a depth of atleast 12in. below the bottom line of the ducts and replaced with pea gravel in the proper grade. Duct shallnot be installed on or in frozen ground. sheeting or bracing shall be provided where necessary to protect thework or adjacent property. Sheeting, bracing, and pea gravel shall be installed by the electrical contractor atno additional expense to the owner. Backfill shall consist of 3 inches of compacted sand below conduits and12" above conduits. Clean screened fill shall be installed and compacted to 6" below final grade or asdetailed in architectural specifications. Final grade patch shall be by E.C.Provide all necessary trenching, backfill & removal of trenched material from site.13.Cables installed in plenums without conduit shall be UL classified for low flame resistance and low smokeproperties with "FEP" Teflon or Halar insulation suitable for plenum applications per Article 760 of the N.E.C.12.Telephone and data (including other special communication systems such as cable TV) conduits shall be aminimum of 3/4" in size unless noted otherwise, and shall run continuous from outlet to outlet and back to the mainterminal board, or shall be stubbed into the ceiling space (6" above the ceiling) and provided with a plastic bushing.Bond conduit stub with a #10 bare copper conductor to the nearest electrical outlet box or continuous metal conduitbody. Refer to plans for specific details about the routing of the conduits. All empty conduits shall be provided witha #10 pull wire.In Class I and Class II hazard areas, as designated on the drawings, explosion-proof flexible metal conduit shall beused for all final conduit terminations at motors and to all other devices subject to vibration or movement. This shallinclude all pendant mounted lighting fixtures and conduit runs at building expansion joints in Class I and Class IIhazard areas. Electrical ground continuity shall be provided as noted above.Conduit runs between outlets shall contain not more than the equivalent of three (3) quarter bends. Providejunction and/or pull boxes where shown on the drawings or as required, whether shown on the drawings or not.Pull boxes shall be approved for use in the area where they are to be installed. Pull boxes or junction boxes shallbe provided in accordance with the following schedule:Horizontal and vertical conduit runs may be supported by one-hole malleable straps, clamp backs, or otherapproved devices with suitable bolts, expansion shields (where needed) or beam type clamps for mounting tobuilding structure or special brackets.Conduits or boxes may not be supported by ceiling support wires or other ceiling supporting hardware.6.5.4.3.2. Rigid PVC Schedule 40 shall be used for all underground or below slab conduit runs.1.5.4.2.1.3.2.1.3.2.1.All conduit shall be securely fastened in full accordance and as directed by the latest edition of the NationalElectrical Code. In addition to the NEC requirements, conduit hangers, supports, or fastenings shall be provided ateach elbow and at the end (within 6") of each straight run terminating at a box or cabinet.When power or control conductors are installed in a raceway, a green equipment grounding conductor shall beincluded in each raceway system and shall be sized as shown on the drawings or if not noted on the drawings, thenin accordance with Table 250-95 of the NEC, or as indicated on the drawings If green insulation is not available, thegrounding conductor shall be bare and clearly and permanently marked at all tap and terminating points by green"scotch" marking tape, code markers, or other approved means.'MC' cable may be used for all branch circuits located above ceilings or in wall cavities or exposed & attached tosupports of suspended light fixtures as allowed by the National Electrical Code & the authority having jurisdiction.Cable shall be installed in a neat professional manner adhering to industry standards.Heavy wall rigid steel conduit shall be used in exterior exposed applications. Provide 2 coats of rust inhibiting paintfor exterior runs. Paint shall match surface conduit is attached to.EMT conduit shall be used in all interior locations which call for conduit unless noted therwise. Conduits routed thruareas of significant temperature differences shall be provided with seal-off fittings to minimize condensation.Conduits penetrating fire walls shall be firestopped per NEC & Underwriters Laboratories.Discrepancies between the drawings or between the drawings and actual field conditions shall be brought to theattention of the architect and the engineer prior to submitting the bid. The more comprehensive and most expensivescope of work shall be considered for the electrical bid unless written clarification is provided by the architect andthe engineer prior to submitting the bid.The contractor shall visit the job site and become familiar with all existing conditions. Submission of a bid assumesthe contractor has reviewed or accepts all field Conditions and existing conditions. No additional compensationsshall be allowed for labor or material because of ignorance of these conditions before or after bid submission.The electrical, mechanical, architectural, structural, and all other drawings as well as the specifications andaddendums are part of the contract documents. any electrical requirements called for on other tradescontract documents shall be included in the electrical bid.The drawings represent the design for the listed manufacturers' requirements. If any substitutions are accepted bythe engineer, this contractor shall be responsible for all necessary modifications, including cost, to the electricalsystem required because of the substituted equipment or material. i. The National Electrical Code - sometimes referred to herein as Perform all work in accordance with the latest edition of applicable codes including, but not necessarily limited tothose listed below:The contractor shall secure all permits and pay all fees that are required by the applicable local and state codes.All work included by the drawings and specifications, together with all material (or equipment) furnished, shallcomply with the latest published codes and standards listed insofar as such shall apply. All electrical items shall benew and UL labeled & listed.The electrical contractor shall not attach to, cover up, or finish against any defective work, or install in a mannerwhich will prevent proper installation of the work of other trades.The exact location of all items shown on the electrical drawings is dependent upon field conditions. Review theplans and specifications for all parts and consult with other trades of this project for pertinent data on sizes,locations, wiring, etc., as required for a complete electrical installation.The electrical contractor shall provide all labor, material, equipment, and tools necessary for demolition and removalof existing and the complete installation of the new electrical work, ready to use, as shown on the drawings orspecified herein. Work shall include, but not be limited to the following:4.The electrical contractor shall warrant all work & material indicated on these electrical drawings for a period of 1year from the date of final acceptance. Warranty shall include any additional labor or material required to repair orreplace defective item.iv. Furnish & install new light fixtures as indicated.v. Furnish & install new communications devices.Co-ordination & knowledge of local standards of utility companies is required to submit a bid. Any requireddeviation from the design by local utility shall be brought to the attention of the Architect or Engineer priorto submitting bid. No extra compensation will be awarded for adjustments to the design that are required bythe local utility company.3.4. Coupling
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s
n
u
m
b
e
r
o
n
t
h
e
c
o
n
s
t
r
u
c
t
i
o
n
s
e
t
.
H: WIRING
D
E
V
I
C
E
S
1. Provide
w
i
r
i
n
g
d
e
v
i
c
e
s
w
h
i
c
h
a
r
e
U
L
l
i
s
t
e
d
a
n
d
w
h
i
c
h
c
o
m
p
l
y
w
i
t
h
N
E
M
A
W
D
1
a
n
d
o
t
h
e
r
a
p
p
l
i
c
a
b
l
e
U
L
and NE
M
A
s
t
a
n
d
a
r
d
s
.
D
e
v
i
c
e
C
o
l
o
r
s
h
a
l
l
b
e
w
h
i
t
e
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
n
o
t
e
d
.
C
o
v
e
r
p
l
a
t
e
c
o
l
o
r
shall ma
t
c
h
d
e
v
i
c
e
c
o
l
o
r
.
C
o
n
f
i
r
m
c
o
l
o
r
s
e
l
e
c
t
i
o
n
w
i
t
h
a
r
c
h
i
t
e
c
t
b
e
f
o
r
e
p
u
r
c
h
a
s
i
n
g
a
n
d
i
n
s
t
a
l
l
i
n
g
.
2. Recepta
c
l
e
s
:
D
e
v
i
c
e
s
s
h
a
l
l
b
e
s
p
e
c
i
f
i
c
a
t
i
o
n
g
r
a
d
e
,
N
E
M
A
5
-
2
0
R
c
o
n
f
i
g
u
r
a
t
i
o
n
.
D
u
p
l
e
x
t
y
p
e
,
H
u
b
b
e
l
l
C
a
t
No. CR5
3
6
2
,
s
i
n
g
l
e
o
u
t
l
e
t
t
y
p
e
,
H
u
b
b
e
l
l
C
a
t
N
o
.
C
R
5
3
6
1
,
G
F
C
I
d
u
p
l
e
x
,
H
u
b
b
e
l
l
C
a
t
N
o
.
C
R
G
F
5
3
6
2
.
C
a
t
a
l
o
g
number
s
f
o
r
H
u
b
b
e
l
l
a
r
e
s
h
o
w
n
f
o
r
r
e
f
e
r
e
n
c
e
p
u
r
p
o
s
e
s
a
n
d
e
q
u
i
v
a
l
e
n
t
r
e
c
e
p
t
a
c
l
e
s
b
y
o
t
h
e
r
m
a
n
u
f
a
c
t
u
r
e
r
s
a
s
noted a
b
o
v
e
a
r
e
a
l
s
o
a
p
p
r
o
v
e
d
.
R
e
c
e
p
t
a
c
l
e
s
s
h
a
l
l
c
o
m
p
l
y
w
i
t
h
U
L
4
9
8
a
n
d
N
E
M
A
W
D
1
.
S
p
e
c
i
a
l
receptac
l
e
s
n
o
t
s
h
o
w
n
b
e
l
o
w
s
h
a
l
l
b
e
s
p
e
c
i
f
i
c
a
t
i
o
n
g
r
a
d
e
w
i
t
h
N
e
m
a
c
o
n
f
i
g
u
r
a
t
i
o
n
a
s
n
o
t
e
d
o
n
t
h
e
d
r
a
w
i
n
g
s
.
3. Ground-f
a
u
l
t
i
n
t
e
r
r
u
p
t
e
r
(
G
F
I
o
r
G
F
C
I
)
r
e
c
e
p
t
a
c
l
e
s
a
s
i
n
d
i
c
a
t
e
d
a
b
o
v
e
s
h
a
l
l
b
e
d
e
s
i
g
n
e
d
f
o
r
a
n
d
i
n
s
t
a
l
l
e
d
i
n
a 2-3/4 i
n
c
h
d
e
e
p
o
u
t
l
e
t
b
o
x
w
i
t
h
o
u
t
a
d
a
p
t
e
r
,
g
r
o
u
n
d
i
n
g
t
y
p
e
,
C
l
a
s
s
A
,
G
r
o
u
p
1
,
p
e
r
U
L
S
t
a
n
d
a
r
d
9
4
.
3
.
4. Snap swi
t
c
h
e
s
:
D
e
v
i
c
e
s
s
h
a
l
l
b
e
s
p
e
c
i
f
i
c
a
t
i
o
n
g
r
a
d
e
q
u
i
e
t
t
y
p
e
,
2
0
A
1
2
0
/
2
7
7
V
,
s
i
n
g
l
e
p
o
l
e
H
u
b
b
e
l
l
C
a
t
No. CS1
2
2
1
,
t
w
o
p
o
l
e
H
u
b
b
e
l
l
C
a
t
N
o
.
C
S
1
2
2
2
,
t
h
r
e
e
p
o
l
e
,
H
u
b
b
e
l
l
C
a
t
N
o
.
C
S
1
2
2
3
,
a
n
d
f
o
u
r
p
o
l
e
,
H
u
b
b
e
l
l
C
a
t
No. CS1
2
2
4
.
C
a
t
a
l
o
g
n
u
m
b
e
r
s
f
o
r
H
u
b
b
e
l
l
a
r
e
s
h
o
w
n
f
o
r
r
e
f
e
r
e
n
c
e
p
u
r
p
o
s
e
s
a
n
d
e
q
u
i
v
a
l
e
n
t
r
e
c
e
p
t
a
c
l
e
s
b
y
other m
a
n
u
f
a
c
t
u
r
e
r
s
a
s
n
o
t
e
d
a
b
o
v
e
a
r
e
a
l
s
o
a
p
p
r
o
v
e
d
.
D
e
v
i
c
e
s
s
h
a
l
l
b
e
s
p
e
c
i
f
i
c
a
t
i
o
n
g
r
a
d
e
,
q
u
i
e
t
t
y
p
e
a
c
switches
,
a
n
d
s
h
a
l
l
c
o
m
p
l
y
w
i
t
h
U
L
2
0
a
n
d
N
E
M
A
W
D
1
.
5. Approve
d
m
a
n
u
f
a
c
t
u
r
e
r
s
f
o
r
w
i
r
i
n
g
d
e
v
i
c
e
s
:
Hubbe
l
l
P & S6. Dimmer
s
w
i
t
c
h
e
s
:
s
o
l
i
d
s
t
a
t
e
d
i
m
m
e
r
s
w
i
t
c
h
e
s
c
o
n
f
o
r
m
i
n
g
t
o
N
E
M
A
W
D
1
,
m
o
u
n
t
e
d
i
n
o
u
t
l
e
t
b
o
x
e
s
F
o
r
incande
s
c
e
n
t
f
i
x
t
u
r
e
s
;
s
w
i
t
c
h
p
o
l
e
s
a
n
d
w
a
t
t
a
g
e
a
s
i
n
d
i
c
a
t
e
d
,
1
2
0
V
,
6
0
-
H
z
,
c
o
n
t
i
n
u
o
u
s
l
y
a
d
j
u
s
t
a
b
l
e
t
o
g
g
l
e
,
single-p
o
l
e
,
w
i
t
h
o
n
-
o
f
f
s
w
i
t
c
h
.
E
q
u
i
p
w
i
t
h
e
l
e
c
t
r
o
m
a
g
n
e
t
i
c
f
i
l
t
e
r
t
o
e
l
i
m
i
n
a
t
e
n
o
i
s
e
,
R
F
a
n
d
T
V
interfere
n
c
e
.
D
i
m
m
e
r
s
t
o
b
e
L
u
t
r
o
n
"
N
o
v
a
T
-
S
t
a
r
"
s
e
r
i
e
s
f
o
r
d
i
m
m
e
r
s
r
a
t
e
d
u
p
t
o
1
5
0
0
w
a
t
t
s
a
n
d
"
N
o
v
a
"
series fo
r
2
0
0
0
w
a
t
t
d
i
m
m
e
r
s
.
L
i
g
h
t
i
n
g
s
w
i
t
c
h
e
s
s
h
o
w
n
a
d
j
a
c
e
n
t
t
o
d
i
m
m
e
r
s
s
h
a
l
l
b
e
L
u
t
r
o
n
"
N
o
v
a
T
-
S
t
a
r
"
or stand
a
r
d
"
N
o
v
a
"
s
t
y
l
e
t
o
m
a
t
c
h
d
i
m
m
e
r
s
a
n
d
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
w
i
t
h
a
s
i
n
g
l
e
,
o
n
e
p
i
e
c
e
c
o
v
e
r
p
l
a
t
e
.
Color sh
a
l
l
b
e
s
p
e
c
i
f
i
e
d
b
y
a
r
c
h
i
t
e
c
t
.
7. Wiring d
e
v
i
c
e
a
c
c
e
s
s
o
r
i
e
s
i. Wa
l
l
p
l
a
t
e
s
:
S
i
n
g
l
e
a
n
d
c
o
m
b
i
n
a
t
i
o
n
,
o
f
t
y
p
e
s
,
s
i
z
e
s
,
a
n
d
w
i
t
h
g
a
n
g
i
n
g
a
n
d
c
u
t
o
u
t
s
a
s
i
n
d
i
c
a
t
e
d
.
Pro
v
i
d
e
p
l
a
t
e
s
a
n
d
a
t
t
a
c
h
m
e
n
t
s
c
r
e
w
s
w
h
i
c
h
m
a
t
e
a
n
d
m
a
t
c
h
w
i
t
h
w
i
r
i
n
g
d
e
v
i
c
e
s
t
o
w
h
i
c
h
a
t
t
a
c
h
e
d
.
Pro
v
i
d
e
w
a
l
l
p
l
a
t
e
s
w
i
t
h
e
n
g
r
a
v
e
d
l
e
g
e
n
d
w
h
e
r
e
i
n
d
i
c
a
t
e
d
.
P
r
o
v
i
d
e
s
m
o
o
t
h
n
y
l
o
n
c
o
v
e
r
p
l
a
t
e
s
f
o
r
fini
s
h
e
d
a
r
e
a
s
,
a
n
d
g
a
l
v
a
n
i
z
e
d
s
t
e
e
l
p
l
a
t
e
f
o
r
u
n
f
i
n
i
s
h
e
d
a
r
e
a
s
.
ii. Fl
o
o
r
s
e
r
v
i
c
e
o
u
t
l
e
t
s
:
M
o
d
u
l
a
r
,
a
b
o
v
e
-
f
l
o
o
r
s
e
r
v
i
c
e
o
u
t
l
e
t
s
a
n
d
f
i
t
t
i
n
g
s
o
f
t
y
p
e
s
a
n
d
r
a
t
i
n
g
s
i
n
d
i
c
a
t
e
d
.
C
o
n
s
t
r
u
c
t
o
f
d
i
e
c
a
s
t
a
l
u
m
i
n
u
m
,
s
a
t
i
n
f
i
n
i
s
h
.
U
s
e
d
e
s
i
g
n
c
o
m
p
a
t
i
b
l
e
w
i
t
h
f
l
o
o
r
o
u
t
l
e
t
w
i
r
i
n
g
m
e
t
h
o
d
s
in
d
i
c
a
t
e
d
.
P
r
o
v
i
d
e
2
0
A
m
p
e
r
e
s
,
1
2
5
V
o
l
t
s
,
g
r
a
y
d
u
p
l
e
x
r
e
c
e
p
t
a
c
l
e
s
.
N
E
M
A
c
o
n
f
i
g
u
r
a
t
i
o
n
5
-
2
0
R
w
h
e
r
e
i
n
d
i
c
a
t
e
d
.
P
r
o
v
i
d
e
w
i
t
h
3
/
4
i
n
c
h
o
r
1
i
n
c
h
N
P
T
,
1
i
n
c
h
l
o
n
g
,
l
o
c
k
i
n
g
n
i
p
p
l
e
f
o
r
i
n
s
t
a
l
l
a
t
i
o
n
w
h
e
r
e
c
o
m
p
a
t
i
b
l
e
w
i
t
h
w
i
r
i
n
g
m
e
t
h
o
d
.
8. Wiring d
e
v
i
c
e
i
n
s
t
a
l
l
a
t
i
o
n
:
i. Ins
t
a
l
l
s
w
i
t
c
h
e
s
a
n
d
r
e
c
e
p
t
a
c
l
e
s
i
n
o
u
t
l
e
t
b
o
x
e
s
a
s
s
p
e
c
i
f
i
e
d
e
l
s
e
w
h
e
r
e
i
n
t
h
i
s
s
p
e
c
i
f
i
c
a
t
i
o
n
.
I
n
s
t
a
l
l
sin
g
l
e
p
o
l
e
t
o
g
g
l
e
s
w
i
t
c
h
e
s
s
o
t
h
a
t
t
h
e
s
w
i
t
c
h
i
s
o
n
i
n
t
h
e
"
u
p
"
p
o
s
i
t
i
o
n
.
I
n
s
t
a
l
l
r
e
c
e
p
t
a
c
l
e
s
w
i
t
h
t
h
e
U-s
h
a
p
e
d
g
r
o
u
n
d
s
l
o
t
a
t
t
h
e
t
o
p
o
r
t
o
t
h
e
l
e
f
t
.
ii. Du
p
l
e
x
r
e
c
e
p
t
a
c
l
e
s
s
h
a
l
l
b
e
w
i
r
e
d
w
i
t
h
t
h
e
n
e
u
t
r
a
l
w
i
r
e
t
o
t
h
e
s
i
l
v
e
r
b
i
n
d
i
n
g
s
c
r
e
w
.
iii. T
h
r
e
e
p
h
a
s
e
r
e
c
e
p
t
a
c
l
e
s
s
h
a
l
l
b
e
w
i
r
e
d
s
u
c
h
t
h
a
t
a
l
l
h
a
v
e
t
h
e
s
a
m
e
p
h
a
s
e
s
e
q
u
e
n
c
e
.
iv. T
h
e
r
e
c
e
p
t
a
c
l
e
c
i
r
c
u
i
t
a
n
d
p
a
n
e
l
n
u
m
b
e
r
s
h
a
l
l
b
e
i
n
d
i
c
a
t
e
d
o
n
t
h
e
i
n
s
i
d
e
o
f
a
l
l
o
u
t
l
e
t
b
o
x
e
s
,
o
r
d
i
r
e
c
t
l
y
o
n
t
h
e
c
o
n
d
u
c
t
o
r
s
b
y
m
e
a
n
s
o
f
a
w
i
r
e
l
a
b
e
l
i
n
g
s
y
s
t
e
m
.
v. Co
m
b
i
n
a
t
i
o
n
s
w
i
t
c
h
/
r
e
c
e
p
t
a
c
l
e
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
i
n
a
t
w
o
g
a
n
g
b
o
x
w
i
t
h
a
c
o
m
b
i
n
a
t
i
o
n
sw
i
t
c
h
/
r
e
c
e
p
t
a
c
l
e
c
o
v
e
r
p
l
a
t
e
.
C
o
n
n
e
c
t
t
h
e
r
e
c
e
p
t
a
c
l
e
t
o
t
h
e
l
i
g
h
t
i
n
g
c
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c
u
i
t
a
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a
d
o
f
t
h
e
s
w
i
t
c
h
a
n
d
loc
a
t
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t
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e
s
w
i
t
c
h
o
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t
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e
s
i
d
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o
f
t
h
e
b
o
x
c
l
o
s
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s
t
t
o
t
h
e
d
o
o
r
.
N
o
t
e
,
t
h
i
s
m
e
t
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o
d
i
s
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o
b
e
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d
o
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l
y
f
o
r
12
0
V
o
l
t
l
i
g
h
t
i
n
g
s
y
s
t
e
m
.
2
7
7
V
o
l
t
l
i
g
h
t
i
n
g
s
w
i
t
c
h
e
s
a
n
d
1
2
0
V
o
l
t
r
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c
e
p
t
a
c
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s
s
h
a
l
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b
e
l
o
c
a
t
e
d
i
n
se
p
a
r
a
t
e
b
o
x
e
s
.
vi. C
o
n
f
i
r
m
f
i
n
a
l
l
o
c
a
t
i
o
n
o
f
a
l
l
w
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r
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n
g
d
e
v
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e
s
a
n
d
o
u
t
l
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t
b
o
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e
s
w
i
t
h
o
w
n
e
r
/
a
r
c
h
i
t
e
c
t
p
r
i
o
r
t
o
r
o
u
g
h
-
i
n
.
9. Wiring d
e
v
i
c
e
s
l
i
s
t
e
d
o
r
n
o
t
e
d
o
n
t
h
e
d
r
a
w
i
n
g
s
a
s
w
e
a
t
h
e
r
p
r
o
o
f
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
w
i
t
h
a
c
o
v
e
r
w
h
i
c
h
maintain
s
t
h
e
w
e
a
t
h
e
r
p
r
o
o
f
i
n
t
e
g
r
i
t
y
w
h
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n
t
h
e
c
o
v
e
r
i
s
c
l
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e
d
.
R
e
c
e
p
t
a
c
l
e
s
n
o
t
e
d
a
s
s
u
i
t
a
b
l
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f
o
r
o
p
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r
a
t
i
o
n
in a wet
l
o
c
a
t
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n
s
s
h
a
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p
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v
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d
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o
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a
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n
o
p
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r
a
t
i
o
n
a
l
during w
e
t
c
o
n
d
i
t
i
o
n
s
w
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t
h
a
p
l
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g
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t
e
d
i
n
t
o
t
h
e
r
e
c
e
p
t
a
c
l
e
.
I: LIGHTING1. Lighting
F
i
x
t
u
r
e
s
:
s
e
e
d
r
a
w
i
n
g
s
f
o
r
m
a
n
u
f
a
c
t
u
r
e
r
s
c
a
t
o
l
o
g
n
u
m
b
e
r
s
.
2. Indoor In
s
t
a
l
l
a
t
i
o
n
:
i. Th
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
r
e
f
e
r
t
o
t
h
e
A
r
c
h
i
t
e
c
t
u
r
a
l
d
r
a
w
i
n
g
s
f
o
r
c
e
i
l
i
n
g
t
y
p
e
,
c
o
n
s
t
r
u
c
t
i
o
n
a
n
d
d
e
t
a
i
l
s
o
f
mo
u
n
t
i
n
g
.
A
d
j
u
s
t
f
i
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t
u
r
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t
r
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m
r
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n
g
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l
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x
t
u
r
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i
s
t
o
b
e
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n
s
t
a
l
l
e
d
.
ii. Su
s
p
e
n
d
e
d
c
e
i
l
i
n
g
s
y
s
t
e
m
s
s
h
a
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l
b
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u
p
p
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f
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t
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n
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t
a
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a
t
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o
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a
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d
a
b
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a
n
d
a
s
a
mi
n
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m
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m
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d
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n
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a
s
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d
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n
A
N
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I
/
A
S
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M
C
6
3
6
-
7
6
,
p
a
r
.
2
-
7
,
C
E
I
L
I
N
G
F
I
X
T
U
R
E
S
.
iii. In
s
t
a
l
l
f
i
x
t
u
r
e
s
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
A
r
c
h
i
t
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c
t
u
r
a
l
R
e
f
l
e
c
t
e
d
C
e
i
l
i
n
g
P
l
a
n
s
.
W
h
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r
e
s
u
b
s
t
a
n
t
i
a
l
dif
f
e
r
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n
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m
a
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c
c
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r
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R
e
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C
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l
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P
l
a
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n
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e
E
l
e
c
t
r
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c
a
l
P
l
a
n
s
,
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n
f
o
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m
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Ar
c
h
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t
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t
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n
g
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f
o
r
r
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o
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t
i
o
n
o
f
t
h
e
d
i
s
c
r
e
p
a
n
c
y
.
iv. T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
c
o
o
r
d
i
n
a
t
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f
i
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t
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r
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c
o
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s
t
r
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c
t
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o
n
d
e
t
a
i
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s
w
i
t
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c
e
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l
i
n
g
s
y
s
t
e
m
i
n
w
h
i
c
h
t
h
e
y
a
r
e
in
s
t
a
l
l
e
d
,
i
.
e
.
:
s
u
p
p
o
r
t
s
y
s
t
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m
d
i
m
e
n
s
i
o
n
s
,
f
l
a
n
g
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s
w
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r
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q
u
i
r
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d
,
a
c
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c
a
l
t
i
l
e
o
r
p
a
n
p
a
t
t
e
r
n
,
e
t
c
.
v. Ro
w
s
o
f
f
i
x
t
u
r
e
s
s
h
a
l
l
b
e
i
n
s
t
a
l
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e
d
a
c
c
u
r
a
t
e
l
y
a
s
t
o
l
i
n
e
a
n
d
l
e
v
e
l
.
F
i
x
t
u
r
e
s
s
h
a
l
l
b
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c
u
r
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l
y
m
o
u
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t
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d
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t
h
a
t
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a
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o
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o
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m
a
l
m
a
i
n
t
e
n
a
n
c
e
.
vi. S
u
r
f
a
c
e
t
y
p
e
f
l
u
o
r
e
s
c
e
n
t
l
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t
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n
g
f
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t
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r
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o
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d
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a
c
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c
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d
w
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Ar
c
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"
T
"
r
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r
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an
d
/
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f
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.
M
a
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.
vii. A
l
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f
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x
t
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r
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s
h
a
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c
u
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d
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a
p
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d
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a
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s
.
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h
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f
i
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t
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d
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a
c
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.
viii.
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r
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v
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17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
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EXISTING 400A 277/480V 3PH NEMA 3R CT BOX,METER SOCKET & 400A 277/480V 3PH HEAVYDUTY DISCONNECT SWITCH TO REMAIN.LANDLORD TO PROVIDE SERVICE UNDERSEPARATE CONTRACT ELECTRICAL CONTRACTOR SHALL PROVIDE & INSTALL H
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AMERICAN LOCK #A6400COV. PADLOCKS SHALL BE KEYE
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ACINDICATES DEVICE MOUNTED AT 8" ABOVE COUNTER GROUND ROD- 3/4" X 10' COPPER CLADWIRE LEGEND TAG (12= CONDUCTOR SIZE, 4= QUANTITY OF CONDUCTORS.)GROUND FAULT CIRCUIT INTERRUPTER TYPE GR12-4 DUONGFIECUNLESS OTHERWISE NOTED ELECTRICAL CONTRACTOR SYMBOLDESCRIPTIONAFFABOVE FINISHED FLOOR HEAVY DUTY NON FUSIBLE DISCONNECT SWITCH.CONDUIT RUN IN OR UNDER FLOOR SLAB (1" C. MINIMUM, UON)J A-2 ELECTRICAL SYMBOL LEGENDSJSSCHEDULE 40 PVC CONDUIT RUN AT 36" BELOW FINISHED GRADE. CONTRACTOR SHALL BORE BELOWSTREET. COORDINATE WITH CITY. TRANSITION TO HEAVYWALL RIGID STEEL CONDUIT 2 FEET BELOWGRADE WHEN CONDUIT IS TO RISE ABOVE GRADE.HOMERUN TO PANEL "A" INDICATING CIRCUIT NUMBER(S) - ALL WIRING SHALL BE #12 WITH EQUIPMENT GROUND WIRE UON(INCREASE TO #10 FOR CIRCUITS OVER 100 FT.) - ALL HOMERUNS ARE TO A 20 AMPERE, 1 POLE CIRCUIT BREAKER U.O.N. -QUANITY OF CONDUCTORS AS NECESSARY TO ACCOMMODATE CIRCUITS AND CONTROL INDICATED. CROSS HATCHESINDICATE REQUIRED LIGHTING CONTROL U.O.N.SWITCH - 20 AMPERE, 120/277 VOLT, SINGLE POLE - MTD AT 48" AFF UON ("a"=DENOTESSWITCHING,"K" = KEY OPERATED, "P" = PILOT LIGHT, "IL"= ILLUMINATED TOGGLE, "3" =THREE-WAY, "4" = FOUR-WAY, "M"= MANUAL MOTOR STARTER. "D"= DIMMER SWITCH"LUTRON NOVA SERIES")DOUBLE DUPLEX RECEPTACLE - 20 AMPERE, 125 VOLT - MOUNTED AT 15" AFF UON (TO BOTTOM)DUPLEX RECEPTACLE MOUNTED IN A FLUSH FLOOR BOX. PROVIDE ALUMINIUM DUAL FLIP LID ACTIVATIONKIT.JUNCTION BOX - MOUNTING HEIGHT AND SIZE AS REQUIRED BY CODE OR AS NOTED ONDRAWINGSJUNCTION BOX - FOR SIGN. PROVIDE LOCAL DISCONNECT & COORDINATE LOCATION & MOUNTING HEIGHT WITH SIGNCONTRACTOR IN THE FIELD.HEAVY DUTY FUSIBLE DISCONNECT SWITCH. FUSE SIZE TO BE DETERMINED FROM EQUIPMENT TOBE SERVED NAMEPLATE DATAFLUSH COMMUNICATIONS OUTLET WITH TWO GANG BOX SINGLE GANG EXTENSION RING, MOUNTED AT 15" AFF U.O.H. (TOBOTTOM) AND 1" CONDUIT, STUBBED TO NEAREST ACCESSIBLE CEILING. PROVIDE BLANK COVER. W=MOUNTED 54" AFF.COMMUNICATION OUTLET MOUNTED IN A FLUSH FLOOR BOX. PROVIDE (4) JACKS ANDAN ALUMINIUM DUAL FLIP LID ACTIVATION KIT.SPECIAL NEMA CONFIGURED OUTLET MOUNTED AS REQUIRED TO SERVE APPLIANCE. VERIFYCONFIGURATION PRIOR TO ROUGH-IN AND ADJUST WIRING AND CIRCUIT BREAKER SIZE AS REQUIRED.IGISOLATED GROUNDEXEXISTING TO REMAINSocWALL MOUNTED MULTI TECHNOLOGY DUAL CIRCUIT VACANCYSENSOR WITH WHITE FINISH HUBBEL # LHMTD2WH-Ma,bSocWALL MOUNTED MULTI TECHNOLOGY SINGLE CIRCUITOCCUPANCY SENSOR WITH WHITE FINISH HUBBEL # LHMTS1WH DDDUCT MOUNTED SMOKE DETECTOR. SEE DETAIL THIS SHEET.CEILING MOUNTED OCCUPANCY SENSORHUBBELL #OMNIDT1000-UVPP A-220A 120 VOLT RECEPTACLE MOUNTED AT 15" AFF U.O.N. CONTROLLED BY LOCAL OCCUPANCYSENSOR. PROVIDE COVERPLATE WITH BLACK SCREENED LETTERS "SWITCHED".R DUPLEX RECEPTACLE - 20 AMPERE, 125 VOLT - MOUNTED AT 15" AFF UON (TO BOTTOM). SUBSCRIPT "T" DENOTES TAMPERRESISTANT. C=WHITE RECEPTACLE & COVER MOUNTED FLUSH IN CEILING. IF CEILING IS MORE THEN 15" ABOVE TOP OFWINDOW MOUNT RECEPTACLES 12" ABOVE TOP OF WINDOW. IG= ISOLATED GROUND TYPE. TVSS= SURGE PROTECTED TYPE.ALL EXTERIOR RECEPTACLES SHALL BE WEATHER RESISTANT LABELED 'WR'.WALL MOUNTED DUAL TECHNOLOGY VACANCY SENSOR WITH INTEGRAL PHOTOCELL & 0-10V DIMMER.HUBBELL #LHD-IRS-3N-WH-M.LED DIMMER SWITCH FOR MANUAL CONTROL OF SALES FLOOR AND SALES REPLENISHMENT LIGHTING.PROVIDED BY E.C. FOR SIEMENS EMS SYSTEM. 0-10V DIMMER EATON #SF10P-W.OCPSOSPHOTO SENSOR FOR SIEMENS EMS SYSTEM. WIRED AND INSTALLED BY EMS VENDOR.FIXTURE MOUNTED OCCUPANCY SENSOR. INSTALL LOW MOUNT LENS FOR FIXTURES MOUNTED AT 16' AND LOWER. CAP INTEGRALPHOTOCELL CONTROL WIRES. SET TIMED OFF TO 20 MINUTES.HUBBELL # WSP-EM-UNV- (L360, L180, OR LA)NLNIGHT LIGHTSDocSDLR30A-2P HEAVY DUTY ELECTRICALLY HELD ELECTRICALLY OPERATEDRELAY. MATCH COIL VOLTAGE WITH LIGHTING SYSTEM VOLTAGE.
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#DATE TYPE
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ARCHITECTS, INC.
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Phone (216) 521-5134 Fax (216) 521-4824
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This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
2
0
1
4
2
DO NOT SCALE THESE DRAWINGS
1
2
9
0
3
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ARCHITECTS, INC.
17710 Detroit Avenue Lakewood, Ohio 44107
Phone (216) 521-5134 Fax (216) 521-4824
www.adaarchitects.cc
This document (“Instrument of Service”) was prepared by ADA Architects, Inc. (“ADA”) specifically for the referenced project and is not intended for any other use. ADA retains all common law, statutory and other
reserved rights, including copyrights. This Instrument of Service shall not be used on other projects, for additions to this project or for completion of this project by others without ADA's prior written consent. Any
unauthorized use of this Instrument of Service shall be at the User's sole risk and without liability to ADA. ADA makes no warranties, express or implied, of merchantability or of fitness for a particular purpose.
530 NORTH 2nd EAST STREET REXBURG, ID 83440
2
0
1
4
2
DO NOT SCALE THESE DRAWINGS
1
2
9
0
3
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