CENTRAL DISTRIBUTION CENTER

EARTH

PLYWOOD

GYPSUM WALLBOARD

CONCRETE BLOCK

CONCRETE

RIGID INSULATION

BATT INSULATION

DIMENSION LUMBER

WOOD

SAND & GRAVEL

EXPANSION JOINT

DOOR IDENTIFICATION

NOTE REFERENCE

ROOM IDENTIFICATION

BUILDING SECTION

WINDOW IDENTIFICATION

ROOM NAME

DETAIL NUMBER

DRAWING SHEET NUMBER

ELEVATION REFERENCE

ELEVATION NUMBER

DRAWING SHEET NUMBER

A1 A1.1

MATCHLINE

STRUCTURAL GRIDLINE

WALL SECTION

DETAIL NUMBER

DRAWING SHEET NUMBER

A1

A1.1

A1.1

DETAIL SECTION/ DETAIL CALLOUT

DETAIL NUMBER

DRAWING SHEET NUMBER

A1

A1.1

ROOM NAME

ROOM NUMBER

A1

CEILING IDENTIFICATION1

WALL IDENTIFICATION1

LEVELLEVEL 1

SPOT ELEVATION

0'-0"

0'-0"

LEVEL IDENTIFICATION

ELEVATION

FLOORING FINISH TRANSITION

CORNER GUARDS, TYP.

CG

CASEWORK IDENTIFICATION

WIDTH

HEIGHT (INCLUDES COUNTERTOP)

DEPTH

MODEL NUMBER ('M' DENOTES MODIFICATION

100M

EXTRA SHELF MODIFICATION DESCRIPTION

(E) SUBDRAIN OUTLET AT DITCH

MAINTAIN OWNER ACCESS

LANE BETWEEN BUILDINGS.

COORDINATE CLOSURES

WITH OWNER.

YARD AREA AVAILABLE FOR

CONSTRUCTION LAY-DOWN AND ACCESS.

REPAIR, RE-SEED, RETURN ANY DISTURBED

AREA BACK TO ORIGINAL STATE.

NOTE: FREEZER NO. 1, 2 & 3 MUST REMAIN IN OPERATION THROUGHOUT

CONSTRUCTION. CONTRACTOR TO ANTICIPATE WORKING TEMPERATURES

BETWEEN (0-20) DEGREES FAHRENHEIT. CONTRACTOR TO COORDINATE

DAILY WITH OWNER ON TIME TEMPERATURE SCHEDULE.

STAGING AREA FOR

WELDING USING THE

EXISTING EXTERIOR

FREEZER DOORNO.1 NO.2

NO.3

WAREHOUSE

PROJECT NUMBER:

DATE:

DRAWING INDEX:

BID DOCUMENTS

10-09-2026

DAS - WRC CDC FREEZER REPAIR

2347 N Ave, Woodward, IA 50276

IOWA DEPT OF HEALTH AND HUMAN SERVICES

9503.00

.0

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I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly registered architect under the laws of the State of Iowa.

Registration Expires

Reg. #

Pages or Sheets covered by this seal:

Signature

Date issued

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ERIC J. BADDING 07511

ARCHITECT

As listed above

6-30-2028

ERIC J.

BADDING

07511

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed

Professional Engineer under the laws of the State of Iowa.

My license renewal date is:

IA Reg. #

Pages or Sheets covered by this seal:

Date

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12-31-2027

ERIC E. VERMEER 19938

STRUCTURAL ENGINEER

As listed above

ERIC E.

VERMEER

19938

ARCHITECTURE

AD1 DEMO PLAN FIRST FLOOR

A1.0 FIRST FLOOR PLAN

A4.0 ROOF PLAN

A5.0 EXTERIOR ELEVATIONS

GENERAL

G0.0 COVER

STRUCTURAL

S1.0 STRUCTURAL FRAMING PLAN AND DETAILS

MATERIALS LEGEND SYMBOLS LEGEND ABBREVIATIONS

ACT Acoustical Ceiling Tile

AFF After Finish Floor

ALUM Aluminum

ADA Americans with Disabilities Act

& And

L Angle

@ At

BCS Baby Changing Station

BOL Bollard

CIP Cast In Place

CBB Cement Backer Board

CL Center Line

CLR Clear

CONC Concrete

CONF Conference

CJ Construction Joint

CONT Continuous

CLJ Control Joint

CG Corner Guard

DIA Diameter

DS Downspout

EA Each

EHD Electric Hand Dryer

EWC Electric Water Cooler

EL Elevation

ELEV Elevation

ENG Engineered

EQ Equal

ETC Etcetera

EPDM Ethylene Propylene DieneTerpolymer

EXP Expansion

EJ Expansion Joint

EXT Exterior

EIFS Exterior Insulation Finish System

FRP Fiberglass Reinforced Panel

FF Finish Floor

FE Fire Extinguisher

FEC Fire Extinguisher Cabinet

FD Floor Drain

FT Foot or Feet

GA Gage

GT Glazing Type

GB Grab Bar

GYP Gypsum

GYP BD Gypsum Board

HM Hollow Metal

HSS Hollow Structural Sections

IR Impact Resistant

IT Information Technology

IMP Insulated Metal Panel

INSUL Insulation

INT Interior

JT Joint

MFR Manufacturer

MAX Maximum

MECH Mechanical

MEPT Mechanical/ Electrical/ Plumbing/ Technology

MTL Metal

MIN Minimum

MIR Mirror

NIC Not In Contract

OC On Center

OHS Overhead Sectional Door

PT Paint

PTD Paper Towel Dispenser

PLAM Plastic Laminate

PVC Polyvinyl Chloride

LB Pound

RCP Reflected Ceiling Plan

REQD Required

REV Reversed

RTU Roof Top Unit

SNR Sanitary Napkin Receptacle

SJ Saw Joint

SIM Similar

SDS Soap Dispenser

STL Steel

STRUCT Structure

TKSP Tack Strip

MIL Thousands of an Inch

TP Toilet Paper Dispenser

TOW Top of Wall

TYP Typical

VERT Vertical w/ With

WD Wood

VICINITY MAP

SCALE:

TRUE

1" = 60'-0"4 SITE PLAN

below below

10-09-2026

10-09-2026

UP

89'-9"

61'-4"

24'-9" 8'-7" 28'-0"

71'-4" 8'-7" 9'-10"

46'-4" 43'-5"

FREEZER NO.1 FREEZER NO.2

FREEZER NO.3

'-1

1 1 1

A2 S1.0

A3 S1.0

A3 S1.0

A2 S1.0

SIM

A1 S1.0

TYP

TYP

TYP

NOTE: FREEZER NO. 1, 2 & 3 MUST REMAIN IN OPERATION THROUGHOUT

CONSTRUCTION. CONTRACTOR TO ANTICIPATE WORKING TEMPERATURES

BETWEEN (0-20) DEGREES FAHRENHEIT. CONTRACTOR TO COORDINATE

DAILY WITH OWNER ON TIME TEMPERATURE SCHEDULE.

EXISTING INSULATED ROOF PANEL.

EXISTING ROOF MEMBRANE.

EXISTING STEEL JOIST SEAT.

EXISTING STEEL COLUMN, BEAMS,

AND BOLTED CONNECTION.

DEMOLISH EXISTING STEEL PLATE

(BOTH SIDES OF BEAM WEB) AND

BOLTS.

(2) PL12X9X3/8 WITH (4) 3/4" A325

BOLTS. OVERSIZE HOLES IN

EXISTING BEAM WEB BY 1/8". SNUG

TIGHT BOLTS.

3 SIDES

3/16

EXISTING INSULATED ROOF

PANEL.

EXISTING ROOF MEMBRANE.

CUT EXISTING JOIST SEAT FREE

FROM WELDED CONNECTION

TO BEAM.

EXISTING STEEL COLUMN,

BEAMS, AND BOLTED

CONNECTION.

DEMOLISH EXISTING DOUBLE

STEEL ANGLE AND BOLTS.

(2) PL12X9X3/8 WITH (3) 3/4" A325

BOLTS. OVERSIZE HOLES IN

EXISTING BEAM WEB BY 1/8".

SNUG TIGHT BOLTS.

RE-ALIGN JOIST SEAT AND TOP

CHORD WITH INSULATED ROOF

PANEL JOINT AND RE-FASTEN

TO PANEL.

2 3/16

3 SIDES

3/16

2 3/16

EXISTING INSULATED ROOF

PANEL.

EXISTING ROOF MEMBRANE.

EXISTING STEEL COLUMN,

BEAMS, AND BOLTED

CONNECTION.

AFTER CUTTING JOIST SEAT

FREE, RE-ALIGN JOIST SEAT

AND TOP CHORD WITH

INSULATED ROOF PANEL JOINT

PARALLEL TO JOIST AND RE-

FASTEN TO PANEL.

B ACDE

FG

B ACDEFG

©2026REVISIONS:

PROJECT NUMBER

PROJECT ISSUE DATE

REV DATE DESCRIPTION

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STRUCTURAL FRAMING

PLAN AND DETAILS

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N A ve , W oo dw ar d, IA

10-09-2026 9503.00

BID DOCUMENTS

SCALE: 1/8" = 1'-0"1 FRAMING PLAN

SCALE: 1" = 1'-0"A3 BEAM CONNECTION

SCALE: 1" = 1'-0"A2 BEAM CONNECTION

SCALE: 1" = 1'-0"A1 JOIST CONNECTION

FRAMING PLAN NOTES

1 RE-ALIGN AND WELD ALL HORIZONTAL ANGLE BRIDGING SEGMENTS. ENSURE THAT

BRIDGING EXTENDS TO THE STEEL BEAM AT THE ENDS AND IS WELDED TO THE

BEAM/BOTTOM FLANGE CONNECTION.

2 HATCHED AREA INDICATES - CUT WELDED OR BOLTED CONNECTION AT JOIST SEAT

CONNECTION TO STEEL BEAM. STRAIGHTEN JOIST SEAT AND TOP CHORD AND

RE-WELD OR RE-BOLT CONNECTION. PROVIDE (4) PAIRS OF FASTENERS PER JOINT

BETWEEN (2) INSULATED ROOF PANELS.

3 REMOVE AND REPLACE SPLICE PLATE AT BEAM-TO-BEAM CONNECTION. DRILL NEW

BOLT HOLES IN EXISTING BEAM WEB.

GENERAL PARAMETERS

1 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE

DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK.

2 VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF ANY ITEMS.

3 DRAWINGS SHALL BE COORDINATED WITH OPENINGS, ELECTRICAL COMPONENTS, FLOOR

DEPRESSIONS, ETC. NOT SHOWN ON DRAWINGS. COORDINATE LOCATION, SIZE AND

REINFORCEMENT OF ALL OPENINGS WITH RESPECTIVE TRADES BEFORE FABRICATION. REPORT

ANY DISCREPANCIES AND/OR INTERFERENCE PROBLEMS TO THE ARCHITECT AND STRUCTURAL

ENGINEER OF RECORD.

4 THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE

PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE

STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL

DETAILS. WHERE NO DETAILS ARE PROVIDED, CONSTRUCTION SHALL BE AS SHOWN FOR

SIMILAR WORK.

5 THE BUILDING IS NOT STRUCTURALLY STABLE UNTIL ALL CONNECTIONS, FRAMING, SHEAR

WALLS, X-BRACING, AND EXTERIOR WALLS ARE COMPLETE AND HAVE ACHIEVED FINAL DESIGN

STRENGTH. CONTRACTOR IS SOLELY RESPONSIBLE TO MAINTAIN STRUCTURAL STABILITY

DURING ERECTION AND CONSTRUCTION. TEMPORARY BRACING SYSTEMS ARE NOT TO BE

REMOVED UNTIL STRUCTURAL WORK IS COMPLETE.

6 CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND

CONSIDER THE EFFECTS OF THERMAL EFFECTS AND MOVEMENTS OF STRUCTURAL ELEMENTS

DURING THE CONSTRUCTION PERIOD.

7 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES,

SEQUENCING, AND PROCEDURES NECESSARY FOR CONSTRUCTING, OVERSEEING, AND

COORDINATION THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ALL

APPLICABLE HEALTH AND SAFETY STANDARDS. THE CONTRACTOR IS SOLELY RESPONSIBLE

FOR JOB SITE SAFETY.

DESIGN PARAMETERS

1 THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE ICC INTERNATIONAL BUILDING

CODE, 2024 EDITION.

2 UNIFORM ROOF LIVE LOADS:

TYPICAL ROOF (GOVERNED BY SNOW) 20 PSF+DRIFT

DRIFT LOAD AS SHOWN IN DIAGRAMS

3 UNIFORM FLOOR LIVE LOADS:

SLAB ON GRADE 100 PSF

4 SNOW DESIGN PARAMETERS:

GROUND SNOW LOAD (Pg) 25 PSF FLAT ROOF SNOW LOAD (Pf) 20 PSF

SNOW EXPOSURE FACTOR (C/E) 1.0

SNOW LOAD IMPORTANCE FACTOR (I) 1.0

SNOW LOAD THERMAL FACTOR (Ct) 1.0

5 EARTHQUAKE DESIGN PARAMETERS:

SEISMIC IMPORTANCE FACTOR (I/E) 1.00

Ss 0.06g S1 0.043g

SEISMIC SITE CLASS D

Sds 0.064g Sd1 0.069g SHORT-PERIOD SITE COEFFICIENT (Fa) 1.6 LONG-PERIOD SITE COEFFICIENT (Fv) 2.4

SEISMIC DESIGN CATEGORY A

SEISMIC-FORCE-RESISTING SYSTEM:

ORDINARY LIGHT GAUGE SHEAR WALLS AND MOMENT FRAMES

SEISMIC BASE SHEAR (V), ADDITION AREA NORTH 0.18 K

SEISMIC BASE SHEAR (V), ADDITION AREA SOUTH 0.29 K

SEISMIC RESPONSE COEFFICIENT (Cs) N-S 0.01 SEISMIC RESPONSE COEFFICIENT (Cs) E-W 0.01

SEISMIC ANALYSIS PROCEDURE:

EQUIVALENT LATERAL FORCE ANALYSIS (WIND LOAD GOVERNS DESIGN)

6 WIND DESIGN PARAMETERS:

BASIC WIND SPEED (V) (3 SECOND GUST) 115 MPH

RISK CATEGORY II

WIND EXPOSURE CATEGORY B

INTERNAL PRESSURE COEFFICIENT +/-.18

BASIC DESIGN PRESSURE @ ROOF 18 PSF (SERVICE)

NET WIND UPLIFT @ ROOF 15 PSF (SERVICE)

NET WIND UPLIFT @ ROOF OVERHANGS 30 PSF (SERVICE)

BASIC DESIGN PRESSURE AT WALL 18 PSF (SERVICE)

7 ALLOWABLE WALL DEFLECTIONS:

MAIN FRAME DEFLECTION L/240

GIRT DEFLECTION L/360

HORIZONTAL DEFLECTION L/240

8 ASSUMED FUTURE CONSTRUCTION:

VERTICAL NONE

HORIZONTAL NONE

FOUNDATION PARAMETERS

1 THE INTERIOR FOUNDATIONS AND SLABS ARE TO REMAIN. TAKE INTO ACCOUNT THE SLAB

DEFLECTION WHEN COORDINATING WORK.

SUBMITTALS

1 CONTRACTOR TO PROVIDE A SHOP DRAWING SUBMITTAL LOG ITEMIZING ALL PROPOSED

SUBMITTALS FOR APPROVAL BY STRUCTURAL ENGINEER OF RECORD.

2 ALL SHOP DRAWINGS SHALL BE CHECKED BY THE FABRICATOR AND APPROVED BY THE

CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER OF RECORD. SHOP

DRAWING REVIEW BY ENGINEER IS LIMITED TO VERIFYING GENERAL CONFORMANCE TO THE

CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES FROM THE

CONTRACT DOCUMENTS, DIMENSIONAL ERRORS, COORDINATION ERRORS, OR OMISSIONS IN

SHOP DRAWINGS.

3 SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND

CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING, BUT NOT LIMITED TO, THE

FOLLOWING:

● CONCRETE MIX DESIGNS (5 DAYS BEFORE POUR, MIN.)

● CONCRETE REINFORCEMENT

● EMBEDDED STEEL ITEMS

● STRUCTURAL STEEL

4 SHOP DRAWINGS SHALL INCLUDE CONNECTIONS AS WELL AS SIZE, SPACING, AND GRADE OF

ALL MEMBERS. PLANS AND ANY DETAILING NECESSARY FOR DETERMINING FIT AND PLACEMENT

SHALL ALSO BE INCLUDED.

5 IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL

DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE

APPROPRIATE STATE. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO

THE ARCHITECT AND ARE SUBJECT TO REVIEW AND APPROVAL OF THE STRUCTURAL

6 DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND

FABRICATION OF ITEMS THAT ARE DESIGNED BY THE CONTRACTOR, INCLUDE:

● TEMPORARY BRACING AND SHORING

SHALL BEAR THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE APPROPRIATE

STATE AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND

CONSTRUCTION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE

STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE

CONNECTION LOADS.

7 ITEMS THAT ARE DESIGNED BY THE CONTRACTOR SHALL BE DESIGNED TO RESIST THE LIVE

LOADS INDICATED IN STRUCTURAL NOTES, DEAD LOAD, SELF WEIGHT, ANY ADDITIONAL

LOADING INDICATED ON PLANS AND DETAILS, SNOW DRIFT, AND A NET WIND UPLIFT.

8 ITEMS THAT ARE DESIGNED BY THE CONTRACTOR SHALL INCLUDE ANY RELEVANT

TECHNICAL LITERATURE FROM MANUFACTURER. ALSO PROVIDE A CERTIFICATION FROM THE

MANUFACTURER SHOWING THE PRODUCT IS IN COMPLIANCE WITH ALL APPLICABLE CODES AND

STANDARDS.

9 THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING,

AND ELECTRICAL EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE.

ANY CONNECTIONS TO STRUCTURE SHALL CONFORM TO ASCE 7-10 CHAPTER 13 AND SHALL BE

DESIGNED BY AN ENGINEER REGISTERED IN THE APPROPRIATE STATE, AND SHALL BE

SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION.

10 FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD

TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF AN ENGINEER

REGISTERED IN THE APPROPRIATE STATE AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR

TO CONSTRUCTION.

11 ALL SHOP DRAWINGS SHALL BE CHECKED BY THE FABRICATOR AND APPROVED BY THE

CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT, WHOSE REVIEW OF THE SHOP

DRAWINGS IS LIMITED TO VERIFYING GENERAL CONFORMANCE TO THE CONTRACT

DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES FROM CONTRACT

DOCUMENTS, DIMENSIONAL ERRORS, COORDINATION ERRORS, OR OMISSIONS IN SHOP

DRAWINGS.

12 VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF ANY ITEMS. DRAWINGS

SHALL BE COORDINATED WITH MECHANICAL/ELECTRICAL EXISTING CONDITIONS FOR

ADDITIONAL COMPONENTS, FLOOR DEPRESSIONS, ETC. NOT SHOWN ON DRAWINGS.

COORDINATE LOCATION, SIZE, AND REINFORCING OF ALL OPENINGS WITH RESPECTIVE TRADES

BEFORE FABRICATION. FURNISH LINTELS OVER ALL WALL PENETRATIONS WHETHER INDICATED

ON THE DRAWINGS OR NOT.

13 FIELD VERIFY EXISTING DIMENSIONS, MEMBER SIZES AND ELEVATIONS SHOWN ON THE

DRAWINGS PRIOR TO STARTING CONSTRUCTION. ALL DISCREPANCIES SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE ARCHITECT.

CONCRETE NOTES

1 CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE IBC.

2 WHERE NEW CONCRETE IS PLACED DIRECTLY AGAINST EXISTING CONCRETE, THE EXISTING

CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM OF 1/4" AMPLITUDE.

SEE PLAN FOR DOWELING REQUIREMENTS.

3 ALL EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE CHAMFERED 1/2" U.N.O.

4 CONCRETE FORMWORK:

4.1 SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE

STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO

POURING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE

DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED

CLOSER THAN THREE DIAMETERS ON CENTER.

4.2 VERIFY ALL BLOCK OUTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND

PLUMBING REQUIREMENTS PRIOR TO POURING.

5 CONCRETE REINFORCEMENT:

5.1 DETAILING, FABRICATION, AND PLACEMENT OR REINFORCEMENT SHALL CONFORM TO

ACI-315.

5.2 ALL REINFORCEMENT TO BE ASTM A615 GRADE 60 U.N.O. WELDED WIRE FABRIC TO BE

ASTM A185 WITH WIRE CONFORMING TO ASTM A82. REINFORCING STEEL SHALL BE SECURELY

TIED IN PLACE USING #16 ANNEALED IRON WIRE. REINFORCEMENT SHALL BE CONTINUOUS

THROUGH ALL CONSTRUCTION JOINTS UNLESS NOTED OTHERWISE.

5.3 ALL CONTINUOUS REINFORCING SHALL BE SPLICED USING CLASS B TENSION SPLICES,

U.N.O.

5.4 BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS

OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE,

MSP-1.

5.5 NOT USED.

5.6 ADD TWO DIAGONAL #5 BARS, FOUR FEET LONG, CENTERED, AT EACH CORNER OF

FOUNDATION OR SLAB OPENING, U.N.O.

5.7 U.N.O., INSTALL WWF 1 1/2" FROM TOP OF ALL SLABS ON GRADE, TOPPING SLABS ON

DECK, OR TOPPING SLABS ON PRECAST. LAP JOINTS TWO FULL MESHES BUT NOT LESS THAN

8". AT CONSTRUCTION JOINTS, LOCATE WWF AT MID-DEPTH OF SLAB.

6 COVERAGE FOR REINFORCEMENT:

6.1 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

6.2 CONCRETE EXPOSED TO EARTH AND WEATHER:

#6 THRU #18 BARS 2"

#5 BAR, W31 OR D31 WIRE AND SMALLER 1 1/2"

6.3 CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS, WALLS, JOISTS:

#11 BAR AND SMALLER ...................................................................................3/4"

PIERS:

PRIMARY REINFORCEMENT,

TIES, STIRRUPS, SPIRALS ..............................................................................1 1/2"

7 CONCRETE COMPRESSIVE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY

CYLINDER TESTS PER ASTM C39 AND SHALL BE AS FOLLOWS:

SLABS ON GRADE ............................................................................................... f'c = 4,000 PSI

8 SPECIAL INSPECTOR SHALL BE NOTIFIED IF ANY WATER IS TO BE ADDED IN FIELD.

9 NOT USED.

10 NOT USED.

11 MINIMUM 4" CONCRETE SLAB ON GRADE WITH WWF 6X6-W2.1 X W2.1 OVER A MINIMUM 4"

COMPACTABLE, TRIMMABLE, GRANULAR FILL, TYP. U.N.O. ON DRAWINGS AND GEOTECHNICAL

REPORT. GRANULAR FILL TO BE QUALIFIED BY THE GEOTECHNICAL ENGINEER.

12 PROVIDE CONTROL JOINTS AS FOLLOWS, U.N.O.:

12.1 SLABS (ON GRID LINE WHERE PRACTICAL) AND:

SLAB-ON-GRADE ................................. 10' ± 2'

12.2 CONTROL JOINT LAYOUT SHOULD MAINTAIN AN APPROXIMATE ASPECT RATIO OF 1:1

13 EXPOSED SLAB ON GRADE:

13.1 ALL SLAB ON GRADE CONTROL JOINTS & COLD JOINTS SHALL BE COORDINATED WITH

THE ARCHITECT WHERE THE SLAB IS EXPOSED.

13.2 CONTRACTOR SHALL PARTICIPATE IN A PRE-CONSTRUCTION MEETING PRIOR TO ANY

EXPOSED CONCRETE SLAB ON GRADE POUR. CONTRACTOR SHALL PROVIDE ENGINEER WITH

ANTICIPATED EXPOSED SLAB ON GRADE CONTROL AND COLD JOINT LOCATIONS. ENGINEER

MUST APPROVE CONTROL AND COLD JOINT LOCATIONS PRIOR TO ANY EXPOSED CONCRETE

SLAB POUR.

13.3 SLABS SHALL BE SUPPORTED BY 6" GRANULAR FILL OVER REWORKED ENGINEERED

COMPACTED FILL IN THICKNESS AS NOTED ABOVE. SLABS ON GRADE SHALL BE AS INDICATED

ON DRAWINGS. WHERE REQUIRED BY GEOTECHNICAL ENGINEER, OVER-EXCAVATE AND

RECOMPACT USING STRUCTURAL FILL. FOLLOW GEOTECHNICAL ENGINEER'S

RECOMMENDATIONS FOR SPECIFIC REQUIREMENTS. PROVIDE 98% PROCTOR DENSITY ON

COMPACTED STRUCTURAL FILL. PROVIDE NO MORE THAN 15% FLY ASH FOR ALL FLOOR SLABS.

13.4 SAWN CONTROL JOINTS IN SLABS ON GRADE SHALL BE 1/8" WIDE AND 1/4 OF THE SLAB

THICKNESS DEEP. CUTTING OPERATIONS SHALL BE FROM 4 TO 12 HOURS AFTER PLACING

CONCRETE. MAXIMUM SPACING OF JOINTS SHALL BE 30 TIMES THE SLAB THICKNESS OR AS

SHOWN ON THE DRAWINGS. SEE SPECIFICATION REGARDING CUTTING REQUIREMENTS AND

EDGE RAVELING. CONTRACTOR TO SUBMIT SAWN JOINT LAYOUT TO ENGINEER FOR APPROVAL

PRIOR TO POURING SLABS.

14 NOT USED.

15 NOT USED.

16 EPOXY REPAIR ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO-

COMPONENT, LIQUID EPOXY WITH NON-SAG CONSISTENCY AND A LONG POT LIFE. THE EPOXY

ADHESIVE SHALL BE SUITABLE FOR USE IN DRY OR DAMP CONDITIONS. MINIMUM SHEAR

STRENGTH SHALL BE 5,000 PSI; MINIMUM TENSILE STRENGTH SHALL BE 4,000 PSI. HOLE SIZES

AND INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH THE APPROVED ICC

REQUIREMENTS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING

PLACEMENT.

17 COLD WEATHER PROTECTION

17.1 DURING COLD WEATHER CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR

PROTECTING CURING CONCRETE PER THE RQMTS. OF ACI 306.

STEEL FRAMING NOTES

1 STEEL FRAMING WORK SHALL COMPLY WITH CHAPTER 22 OF THE IBC.

2 STEEL FRAMING MATERIALS:

2.3 CHANNELS, ANGLES, BARS ASTM A36 FY=36,000 PSI

2.4 PLATES (NON-MOMENT CONNECTIONS) ASTM A36 FY=36,000 PSI

2.8 WELDING ELECTRODES E7018

3 STEEL ERECTION SHALL COMPLY WITH ALL OSHA AND STATE REGULATIONS. IN ADDITION, AT

THE END OF THE WORK DAY, ALL COLUMNS ADEQUATELY GUYED OR BRACED IN ALL

DIRECTIONS. TEMPORARY GUYING/BRACING IS THE RESPONSIBILITY OF THE ERECTOR (DESIGN

AND INSTALLATION).

4 DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC STEEL

CONSTRUCTION MANUAL, AISC 360-10 INCLUDING COMMENTARY, AND THE AISC 303-10.

5 ALL BOLTS FOR STRUCTURAL STEEL CONNECTIONS PER ASTM A325-N U.N.O. AND SHALL

CONFORM TO THE RCSC SPECIFICATION. BOLTS FOR STEEL JOISTS MAY BE A307. BOLTS SHALL

BE SNUG-TIGHT U.N.O.

6 WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING

CONSTRUCTION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED

PROCEDURE SPECIFICATION (WPS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE

STRUCTURAL ENGINEER. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS

ESTABLISHED BY THE FILLER-METAL MANUFACTURER.

7 WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, U.N.O. ALL

WELDING FOR STRUCTURAL STEEL CONNECTIONS TO BE PERFORMED BY CERTIFIED WELDERS

IN ACCORDANCE WITH AWS D1.1. PROTECT ALL SURFACES SURROUNDING WELDING

OPERATIONS.

8 NOT USED.

9 FOLLOW ALL COLD WEATHER WELDING REQUIREMENTS IN AWS D1.1 2025, BY REFERENCE

FROM THE AISC. COORDINATE MINIMUM AMBIENT TEMPERATURES WITH THE OWNER'S STAFF,

ALLOWING ADEQUATE TIME FOR AMBIENT TEMPERATURE ADJUSTMENT. FOLLOW ALL

REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, PREHEATING PRESCRIBED AREAS

SURROUNDING THE WELD AND UTILIZING LOW HYDROGEN ELECTRODES.

9 NOT USED

10 NOT USED.

11 NOT USED.

12 NOT USED.

13 LATERAL BRACING

13.1 ENSURE THAT ALL STEEL FRAMES, BEAMS, AND COLUMNS HAVE PROPER LATERAL

BRACING AS CONNECTIONS ARE CUT AND REPAIRED. DO NOT COMPROMISE ANY EXISTING

LATERAL BRACING.

SPECIAL INSPECTION SCHEDULE

1 SPECIAL INSPECTION PROGRAM SHALL CONFORM TO CHAPTER 17 OF THE IBC.

2 THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR TO PERFORM THE REQUIRED TESTS AND

SPECIAL INSPECTIONS WITH QUALIFICATIONS DESCRIBED PER IBC CHAPTER 17 AND THE

PROJECT SPECIFICATIONS.

3 SPECIAL INSPECTION REPORTS SHALL BE FURNISHED TO BUILDING OFFICIAL, OWNER,

ARCHITECT, STRUCTURAL ENGINEER, AND CONTRACTOR.

4 SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING THAT THE STRUCTURAL WORK

WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE, PERFORMED IN ACCORDANCE

WITH THE CONSTRUCTION DOCUMENTS.

5 SPECIAL INSPECTION PROGRAM:

PROGRAM FOOTNOTES

1. THE ITEMS INDICATED ABOVE SHALL BE INSPECTED IN ACCORDANCE WITH CHAPTER

17 OF THE IBC BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING

AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE

PROJECT SPECIFICATIONS & THE SPECIFIC STRUCTURAL NOTES SECTIONS. THE

TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING & INSPECTION

REPORTS DIRECTLY TO THE ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, &

BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT

SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL

BIDDER DESIGNED COMPONENTS.

2. CONT. - CONTINUOUS SPECIAL INSPECTION. SPECIAL INSPECTOR IS PRESENT

WHEN & WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. (IBC SECTION 1702).

3. PERIODIC - PERIODIC SPECIAL INSPECTION. SPECIAL INSPECTOR IS

INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING

PERFORMED.

4. OBSERVE - SPECIAL INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM

BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS (AISC 360

SECTION N5).

5. PERFORM - SPECIAL INSPECTOR SHALL PERFORM THESE TASKS FOR EACH JOINT,

CONNECTION, ELEMENT OR MEMBER (AISC 360 SECTION N5).

6. ALL WELDS SHALL BE VISUALLY INSPECTED.

7. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY

USE OF A COMPARABLE APPROVED METHOD.

8. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE

MATERIAL USED IN THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION

WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES

THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE.

VERIFICATION AND INSPECTION FREQ/TASK

STEEL (IBC SECTION 1702 AND AISC 360 SECTION N5)

1. INSPECTION TASKS PRIOR TO WELDING:

A. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE. PERFORM

B. MANUFACTURER'S CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE. PERFORM

C. MATERIAL IDENTIFICATION (TYPE/GRADE). OBSERVE

D. WELDER IDENTIFICATION SYSTEM. OBSERVE

E. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY):

• JOINT PREPARATION

• DIMS. (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

• CLEANLINESS (CONDITION OF STEEL SURFACES) OBSERVE

• TACKING (TACK WELD QUALITY & LOCATION)

• BACKING TYPE & FIT (IF APPLICABLE)

F. CONFIGURATION & FINISH OF ACCESS HOLES. OBSERVE

G. FIT-UP OF FILLET WELDS:

• DIMS. (ALIGNMENT, GAPS AT ROOT) OBSERVE

• CLEANLINESS (CONDITION OF STEEL SURFACES)

• TACKING (TACK WELD QUALITY & LOCATION)

2. INSPECTION TASKS DURING WELDING:

A. STRUCTURAL STEEL & COLD-FORMED STEEL DECK: PERFORM

1) COMPLETE & PARTIAL PENETRATION GROOVE WELDS. PERFORM

2) MULTIPASS FILLET WELDS. PERFORM

3) SINGLE-PASS FILLET WELDS > 5/16". PERFORM

4) PLUG & SLOT WELDS. OBSERVE

5) SINGLE-PASS FILLET WELDS ≤ 5/16". OBSERVE

6) FLOOR & DECK WELDS. OBSERVE

B. USE OF QUALIFIED WELDERS. OBSERVE

C. CONTROL & HANDLING OF WELDING CONSUMABLES: OBSERVE

• EXPOSURE CONTROL • PACKAGING

D. NO WELDING OVER CRACKED TACK WELDS. OBSERVE

E. ENVIRONMENTAL CONDITIONS: OBSERVE

• WIND SPEED WITHIN LIMITS • PRECIPITATION & TEMP.

F. WPS FOLLOWED:

• SETTINGS ON WELDING EQPT. • TRAVEL SPEED

• SELECTED WELDING MATERIALS • PREHEAT APPLIED OBSERVE

• SHIELDING GAS TYPE/FLOW RATE • PROPER POSITION (F, V, H, OH)

• INTERPASS TEMP. MAINTAINED (MIN / MAX)

G. WELDING TECHNIQUES:

• INTERPASS & FINAL CLEANING

• EACH PASS WITHIN PROFILE LIMITATIONS OBSERVE

• EACH PASS MEETS QUALITY REQUIREMENTS

3. INSPECTION TASKS AFTER WELDING.

A. WELDS CLEANED. OBSERVE

B. SIZE, LENGTH, & LOCATION OF WELDS. PERFORM

C. WELDS MEET VISUAL ACCEPTANCE CRITERIA:

• CRACK PROHIBITION • WELD SIZE

• WELD / BASE-METAL FUSION • UNDERCUT PERFORM

• CRATER CROSS SECTION • POROSITY

• WELD PROFILES

D. ARC STRIKES. PERFORM

E. k-AREA. PERFORM

F. BACKING & WELD TABS REMOVED (IF REQ'D.). PERFORM

G. REPAIR ACTIVITIES. PERFORM

H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER. PERFORM

4. INSPECTION TASKS PRIOR TO BOLTING:

A. MFR. CERTS. AVAILABLE FOR FASTENER MATERIALS. PERFORM

B. FASTENERS MARKED IN ACCORDANCE w/ ASTM RQMTS. OBSERVE

C. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, OBSERVE

BOLT LENGTH, EXCLUDED THREADS).

D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL. OBSERVE

E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE OBSERVE

CONDITION & HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE RQMTS.

F. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION OBSERVE

PERSONNEL OBSERVED & DOCUMENTED FOR FASTENER

ASSEMBLIES & METHODS USED.

G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS & OTHER OBSERVE

FASTENER COMPONENTS.

5. INSPECTION TASKS DURING BOLTING:

A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES OBSERVE

& WASHERS (IF REQ'D) ARE POSITIONED AS REQ'D.

B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE OBSERVE

PRETENSIONING OPERATION.

C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED OBSERVE

FROM ROTATING.

D. FASTENERS ARE PRETENSIONED IN ACCORDANCE w/ THE RCSC OBSERVE

SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID

POINT TOWARD THE FREE EDGES.

6. INSPECTION TASKS AFTER BOLTING:

A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNS. PERFORM

7. INSPECTION OF STEEL ELEM. OF COMP. CONST. PRIOR TO CONC. PLACEMENT:

A. PLACEMENT & INSTALLATION OF STEEL DECK. PERFORM

B. PLACEMENT & INSTALLATION OF STEEL HEADED STUD ANCHORS. PERFORM

C. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS. PERFORM

8. INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL:

A. MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK:

1) IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS PERIODIC

SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.

2) MANUFACTURER'S CERTIFIED TEST REPORTS. PERIODIC

B. INSPECTION OF WELDING:

1) FLOOR & ROOF DECK WELDS. PERIODIC

2) VERIFICATION OF WELDABILITY OF REINF. STEEL OTHER THAN ASTM A706. PERIODIC

3) REINFORCING STEEL RESISTING FLEXURAL & AXIAL FORCES IN

INTERMEDIATE & SPECIAL MOMENT FRAMES, & BOUNDARY ELEMENTS OF CONT.

SPECIAL STRUCTURAL WALLS OF CONCRETE & SHEAR REINFORCEMENT.

4) SHEAR REINFORCING STEEL. CONT.

5) OTHER REINFORCING STEEL. PERIODIC

CONCRETE

1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, PERIODIC

& PLACEMENT.

2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE w/ IBC TABLE 1705.2.2, ITEM 2b.

3. INSPECTION OF ANCHORS TO BE INSTALLED IN CONCRETE WHERE ALLOWABLE PERIODIC

LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED.

4. INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS. PERIODIC

5. VERIFYING USE OF REQUIRED DESIGN MIX. PERIODIC

6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP & AIR CONTENT TESTS, & DETERMINE THE CONT.

TEMPERATURE OF THE CONCRETE.

7. INSPECTION OF CONCRETE & SHOTCRETE PLACEMENT FOR PROPER CONT.

APPLICATION TECHNIQUES.

8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMP. & TECHNIQUES. PERIODIC

9. INSPECTION OF PRESTRESSED CONCRETE: CONT.

A. APPLICATION OF PRESTRESSING FORCES. CONT.

B. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC-FORCE- CONT.

RESISTING SYSTEM.

10. ERECTION OF PRECAST CONCRETE MEMBERS. PERIODIC

11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF

TENDONS IN POST TENSIONED CONCRETE & PRIOR TO REMOVAL OF PERIODIC

SHORES & FORMS FROM BEAMS & STRUCTURAL SLABS.

12. INSPECT FORMWORK FOR SHAPE, LOCATION & DIMENSIONS OF THE PERIODIC

CONCRETE MEMBER BEING FORMED.

SOILS

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO PERIODIC

ACHIEVE THE DESIGN BEARING CAPACITY.

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH & HAVE REACHED PERIODIC

PROPER MATERIAL.

3. PERFORM CLASSIFICATION & TESTING OF COMPACTED FILL MATERIALS. PERIODIC

4. VERIFY USE OF PROPER MATERIALS, DENSITIES & LIFT THICKNESSES DURING CONT.

PLACEMENT & COMPACTION OF COMPACTED FILL.

5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE & VERIFY PERIODIC

THAT SITE HAS BEEN PREPARED PROPERLY.

STEEL PLATE CONNECTION TO BE

REPLACED AS SHOWN IN DETAIL A3/S1.0.

TYPICAL JOIST TOP CHORD TO BE

STRAIGHTENED AND RECONNECTED.

DETAILS A1/S1.0 AND A2/S1.0.

BEAM CONNECTION TO BE REPLACED AS

SHOWN IN DETAIL A2/S1.0.

2 2

FREEZER NO.1 FREEZER NO.2

FREEZER NO.3

DISTRIBUTION

WAREHOUSE

DEMOLISH CONCRETE

EXISTING CONCRETE

4 4

TYP.

0"

-2"

-3 1/4" -4 1/2"

-2 3/4"

-1 3/4"

-2"

-3 1/2" -8 1/4" -11 3/4" -5 1/4"

-4 1/4"

-4 1/4"

-10 1/2"

-7"

-4 3/4"-7 1/4"-4 3/4"

-2"

-3 1/4" -3 1/4" -4 1/4"

-4 3/4"

-3 1/4"

-4 3/4"

-5 1/4"

-2 1/2"

-1 1/4"

-1 1/2"-1/2"

-4 5/8"

-4 3/4"

-4 3/4"-3 1/4"-1 3/4"

10 10

-6"

-6"

-2'-0"

-3'-0"

-4'-0"

-5'-0"

-9"

-7"

-5"

+/- 184 SF CONC.

+/- 90 SF CONC.

A. CREATE SWALE AT NORTH AND EAST SIDE OF FREEZER NO. 1 & 2 TO DRAIN TO THE

EAST.

B. CONTRACTOR TO VERIFY ALL QUANTIFIED AREAS PROVIDED IN THE CONSTRUCTION

DOCUMENTS, NOTIFY ARCHITECT WITH ANY DISCREPENCIES.

B ACDE

FG

B ACDEFG

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DEMO PLAN FIRST

FLOOR

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BID DOCUMENTS

DEMO PLAN NOTES

1 DEMOLISH CONCRETE. COORDINATE SUB-GRADE TESTING WITH GEOTECHNICAL

ENGINEER. REGRADE AND PROVIDE GRANULAR FILL TO ACHIEVE SLAB ELEVATIONS

INDICATED. +/- 2,814 SF (IF OVER EXCAVATION IS REQUIRED, THEN UNIT PRICE WILL BE

INITIATED.

2 STRIP TURF AND REGRADE TOP SOIL TO THE EXTENT NECESSARY TO ACHIEVE FINAL

ELEVATIONS INDICATED. ENSURE POSITIVE ON-GRADE DRAINAGE AWAY FROM

STRUCTURES AT ALL TIMES. +/- 7,000 SF

3 EXISTING SOIL AREA. COORDINATE TESTING WITH GEOTECHNICAL ENGINEER.

PREPARE TO REGRADE TO ACHIEVE NEW SLAB ELEVATIONS INDICATED. +/- 322 SF

4 DEMOLISH EXISTING MECHANICAL UNITS.

5 EXISTING WOOD LANDING AND STAIRS TO BE DEMOLISHED BY OWNER. COORDINATE

TIMING AND REQUIRED CONSTRUCTION ACCESS THROUGH THIS DOOR.

6 DEMOLISH EXISTING DOWNSPOUT AND EXTENSION. PREPARE FOR NEW DOWNSPOUT

AND NEW SUB-DRAIN CONNECTION.

7 DEMOLISH EXISTING INTAKE DRAIN AND STRAINER, MODIFY EXISTING 6" PIPE TO

RECIEVE NEW PARTS.

8 DEMOLISH INSULATED PANEL FREEZER DOOR, FRAME, THRESHOLD, AND RELATED

HEATING COMPONENTS. PREPARE TO RECEIVE NEW DOOR FRAME.

9 DEMOLISH CONCRETE PAD AND FOOTINGS +/- 274 SF.

10 DEMOLISH INSIDE CORNER FLASHING.

11 DEMOLISH PVC VENT PIPE EXTENSION BACK TO FACE OF FOUNDATION WALL.

12 REMOVE AND PULL BACK ROOF EDGE AND MEMBRANE FOR ACCESS TO SEALANT

JOINTS BELOW. REMOVAL AREA TO BE REPLACED AND PATCHED AT THE COMPLETION

OF THE WORK IN THE AREA. +/- 700 SF

13 DEMOLISH COUNTER FLASHING AT THE BASE OF THE INSULATED METAL PANELS.

14 PROTECT EXISTING CONCRETE FOOTINGS, STEEL COLUMNS AND MECHANICAL

MEZZANINE ABOVE DURING CONSTRUCTION

15 PROTECT EXISTING ELECTRICAL PANEL AND CONDUIT DURING CONSTRUCTION

16 PROTECT EXISTING METAL STAIRS AND CONCRETE BELOW DURING CONSTRUCTION

SCALE:

TRUE

1/8" = 1'-0"E1 DEMOLITION PLAN

DEMOLITION PLAN GENERAL NOTES

A. CONTRACTOR TO REPAIR HOLES (TYPE A SEALANT) IN THE INSULATED METAL

PANELS AT EXTERIOR PERIMETER OF FREEZER NO. 1 &2. (FIGURE A TOTAL OF 5

HOLES PER WALL)

B. CONTRACTOR TO TIGHTEN ALL BOLTS (HIGH AND LOW) AT EXTERIOR PERIMETER OF

FREEZER NO. 3 AND CONNECTOR.

C. 17,000 SF OF SURFACE AREA CALCULATED TIMES 4.5 INCHES PER HOUR FOR IOWA

DIVIDED BY THE CONSTANT 96.23 TO CONVERT INTO FLOW RATE (GPM) EQUALS 795

GPM < 885 GPM 8" PIPE AT 1/4" SLOPE. CALCULATION CONFIRMS THAT THE EXISTING

8" PIPE CAN HANDLE THE CAPTURED WATER AMOUNT FROM THE ROOF.

D. AT LOCATIONS OF THERMAL BREAKS (ICE ACCUMULATION AT THE INTERIOR) THE

GOAL IS TO FIX THE THERMAL BREAK BY REMOVING EXISTING SEALANT, PREP THE

METAL SURFACES AND APPLY NEW SEALANT AT THE INTERIOR AND EXTERIOR.

ADDITIONAL TERM BAR AND MEMBRANE WILL BE ADDED OVER THE SEALANT AT

BUILDING JOINTS AND CORNERS CALLED OUT IN THE DRAWINGS.

E. FREEZER NO. 1, 2 & 3 MUST REMAIN IN OPERATION THROUGHOUT CONSTRUCTION.

CONTRACTOR TO ANTICIPATE WORKING TEMPERATURES BETWEEN (0-20) DEGREES

FAHRENHEIT. CONTRACTOR TO COORDINATE DAILY WITH OWNER ON TIME

TEMPERATURE SCHEDULE.

F. ALTERNATE NO. 1 AT ALL FREEZER NO. 3 WALLS INCLUDING THE CONNECTOR TO

FREEZER NO. 2, PROVIDE SEALANT AT THE INTERIOR AND EXTERIOR REMAINING

HORIZONTAL IMP SEAMS UP HIGH AND REMAINING VERTICAL SEAMS ABOVE THIS

LINE (IMP SEAMS BELOW THIS LINE ARE NOT SHOWING ANY THERMAL BRIDGING)

SEE EXTERIOR ELEVATIONS FOR THESE IMP SEAMS. IF ALTERNATE IS EXCEPTED

ALL ROOF EDGE WILL NEED REPLACED WHILE THE GUTTER AND DOWNSPOUTS BE

SALVAGED AND REINSTALLED.

A5.0

D3

A5.0G2

A5.0

G3

A5.0

G4

A5.0 G1

A5.0

D4

4'-0" 89'-9"

'-1

0"

'-0

'-2

61'-4"

'-2

24'-9" 8'-7" 28'-0"

4'-0" 71'-4" 8'-7" 9'-10"

'-0

'-6

'-4

46'-4" 43'-5"

FREEZER NO.1 FREEZER NO.2

FREEZER NO.3

DISTRIBUTION

WAREHOUSE

6 6 6 6 6 6 6 6 6 6

10 11

'-5

'-5

'-1

'-1

NEW CONCRETE

EXISTING CONCRETE

EXISTING CONCRETE

BELOW STAIRS TO

REMAIN AS IS

15 15

A1.0 F4

A1.0

F4 SIM

F5 A1.0

APPROXIMATE LOCATION

OF NEW 6" TO (E) 8"

SUBDRAIN CONNECTION

-7"

-2"

-2"

-2"

-3 1/2" -8 1/4" -11 3/4" -5 1/4"

-4 1/4"

-4 1/4"

-10 1/2"

-7"

-4 3/4"

-7 1/4" -4 3/4"

-2"

-4 1/4"

-4 3/4"

-2"

-1"

-4 5/8"

-2" -4" -4" -4 1/2"

-3 1/2"-3 1/2"

-4"

0" 0"

-3 1/2"

-2"

-1"

A1.0 F4

A1.0 F4

19191919

-5" -6"

-3"

-3"-3 1/4"

-4 3/4"-6 1/4"

-5 1/2"

-4"

-5"

-4 1/2"

-6"

20 20

6" PIPE

6" PIPE

6" PIPE

6" PIPE

6" PIPE

6" PIPE

6" PIPE

6" PIPE

6" PIPE

(E) 8" PIPE

(E) 8" PIPE

12 12

-2'-0"

-3'-0"

-4'-0"

-9"

-7"

-5"

F1 A1.0 A1.0

F1

1/ 2"

3/ 4"

THROUGH BOLT

VERIFY

V E

R

IF

Y

1/ 2"

(E) INSULATED METAL PANEL

METAL DRIP, EXTEND 2" PAST CASING

5 1/2" VERIFY 5 1/2"

THERMALLY BROKEN THRESHOLD

SWEEP

INSIDE

OUTSIDE

GASKET AT THE PERIMETER

GASKET AT THE PERIMETER

NON-WOOD JAMB, BUCK AND

CASING SET IN A BED OF SEALANT

HEAVY DUTY SPRING

TENSION BARREL CLOSER

INSIDE OUTSIDE

(E) CONCRETE STOOP

(E) CONCRETE CURB

(E) INSULATED CONCRETE FREEZER FLOOR

56 SAFEGUARD LATCH

PUSH BUTTON EXIT DEVICE

56 SAFEGUARD LATCH

(3) HEAVY DUTY METAL HINGE

PUSH BUTTON EXIT DEVICE

INSETTING INSULATED METAL DOOR

INSETTING INSULATED METAL DOOR

THERMALLY BROKEN THRESHOLD

SET IN A BED OF SEALANT

NON-WOOD JAMB, BUCK AND

CASING SET IN A BED OF SEALANT

NON-WOOD JAMB, BUCK AND

CASING SET IN A BED OF SEALANT

KEY

HEAD & SILL SECTION DETAIL

JAMB PLAN DETAIL

TERM BAR AND FULLY ADHERED EPDM

MEMBRANE TO CONTINUE FULL HEIGHT

OVER (E) INSULATED METAL PANELS

SEALANT INTERIOR AND EXTERIOR

(E) INSULATED METAL PANEL

(E) INSULATED METAL PANEL SLIDING DOOR

(E) CONCRETE CURB

(E) STEEL POST

INSIDE

OUTSIDE

INSIDE

Level 1 0"

NEW PVC BOOT WITH CAP

NEW PREFINISHED OPEN DOWNSPOUT

NEW GALVANIZED ONE PIECE

COUNTER FLASHING WITH LOCKSTRIP

(E) INSULATED METAL PANEL

TYPE A SEALANT

TERM BAR WITH SEALANT OVER

FULLY ADHERED EPDM MEMBRANE

B ACDE

FG

B ACDEFG

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BID DOCUMENTS

FLOOR PLAN NOTES

1 NEW INSETTING (NON WOOD JAMB AND CASING BOTH SIDES WITH THROUGH WALL

FASTENERS) 6" INSULATED GALVANIZED METAL PANEL FREEZER DOOR WITH

GASKETING AT THE JAMB AND HEAD, THERMALLY BROKEN SILL SET IN A BED OF

SEALANT WITH HEAT CABLES IN THE FRAME AND SILL OF DOOR. ADD METAL DRIP

ABOVE FRAME AT EXTERIOR SIDE OF DOOR. WHERE THE MANUFACTURER CALLS FOR

SEALANT USE TYPE A.

2 NEW VERTICAL INTAKE METAL DRAIN, CLAMP AND STRAINER. NEW DRAIN TO RECEIVE

NEW 6" PIPE AND CONNECT TO EXISTING 6" PIPE.

3 NEW PREFINISHED OPEN DOWNSPOUT TO TIE INTO PVC BOOT TO NEW 6" SUBDRAIN

SYSTEM TO CONNECT TO (E) 6" AREA INTAKE.

4 NEW PREFINISHED DOWNSPOUT TO TIE INTO PVC BOOT TO NEW 6" SUBDRAIN SYSTEM

TO CONNECT TO (E) 8" SUBDRAIN TO (E) DAYLIGHT.

5 NEW PREFINISHED OPEN DOWNSPOUT TO TIE INTO PVC BOOT TO NEW 6" SUBDRAIN

SYSTEM TO CONNECT TO (E) 8" SUBDRAIN TO (E) DAYLIGHT.

6 DIG OUT, CUT AND REPAIR EXISTING PVC VENT/DRAIN PIPE, ADD TURN DOWN TO

MATCH FREEZER NO.3 PIPES.

7 NEW 5" CONCRETE SLAB OVER 6" GRANULAR FILL WITH NO. 5 BAR AT 16" O.C., SWALE

TO EXISTING INTAKE - SEE PLAN FOR SPOT ELEVATIONS AND SLOPES. +/-3,200 SF.

8 REWORK GRADE TO HAVE PROPER SLOPE AWAY FROM THE WAREHOUSE, FREEZER

NO. 1, NO. 2 AND NO. 3 CREATE SWALE TO DRAIN EAST INTO THE ADJACENT FIELD,

HYDRO SEED DISTURBED AREAS. +/- 7,000

9 (NIC) NEW TREATED WOOD LANDING, STAIRS AND RAILING BY OWNER.

10 THERMAL BREAK AT ENVELOPE UP HIGH - PROVIDE TYPE A SEALANT AT SEPARATED

INSULATED PANELS AT EXTERIOR & INTERIOR.

11 THERMAL BREAK AT ENVELOPE UP HIGH - PROVIDE TYPE A SEALANT AT SEPARATED

INSULATED PANELS EXTERIOR & INTERIOR AND ADD FULLY ADHERED EPDM

MEMBRANE WITH TERM BAR AT BOTH SIDES AT INTERIOR (LOW) AND EXTERIOR (HIGH)

CORNERS

12 EXTERIOR AND INTERIOR CORNER PANEL - PROVIDE TYPE A SEALANT AT INSULATED

PANEL SEAMS AT EXTERIOR & INTERIOR.

13 THERMAL BREAK AT THROUGH WALL PIPE PENETRATION UP HIGH - CONTRACTOR TO

PROVIDE NEW EXTERIOR PIPE COVER AND TYPE A SEALANT AT EXTERIOR & INTERIOR.

14 THERMAL BREAK AT DOOR PERIMETER - CONTRACTOR TO PROVIDE NEW GASKETING

AND ADJUST DOORS. TYPE A SEALANT AT THE EXTERIOR AND INTERIOR PERIMETER

OF DOOR FRAME JAMB AND CASING.

15 SEE GENERAL NOTE A

16 SEE GENERAL NOTE B

17 NEW GALVANIZED COUNTER FLASHING OVER TERM BAR AND FULLY ADHERED

MEMBRANE OVER INSULATED METAL PANEL BASE AND TOP OF CONCRETE

FOUNDATION WALL.

18 TYPE A SEALANT AT BUILDING TO CONCRETE INTERSECTION AT WAREHOUSE,

FREEZER NO. 1,2 & 3 INCLUDING MECHANICAL MEZZANINE FOOTINGS.

19 CONTROL JOINT IN CONCRETE DRIVE

20 SMOOTH GREASED DOWELS NO. 5 BAR AT 24" O.C.

21 (NIC) THERMAL BREAK AT THROUGH WALL VENT UP HIGH BY OWNER.

GENERAL NOTES

SCALE:

TRUE

1/8" = 1'-0"E1 FLOOR PLAN

SCALE: 1" = 1'-0"F1 DOOR DETAIL

INSETTING INSULATED METAL DOOR

SCALE: 1" = 1'-0"F4 EXTERIOR PLAN DETAIL

LOW

SCALE: 1" = 1'-0"F5 EXTERIOR SECTION DETAIL

PANELS AT EXTERIOR PERIMETER OF FREEZER NO. 1 &2. (FIGURE A TOTAL OF 5

HOLES PER WALL)

B. CONTRACTOR TO TIGHTEN ALL BOLTS (HIGH AND LOW) AT EXTERIOR PERIMETER OF

FREEZER NO. 3 AND CONNECTOR.

C. 17,000 SF OF SURFACE AREA CALCULATED TIMES 4.5 INCHES PER HOUR FOR IOWA

DIVIDED BY THE CONSTANT 96.23 TO CONVERT INTO FLOW RATE (GPM) EQUALS 795

GPM < 885 GPM 8" PIPE AT 1/4" SLOPE. CALCULATION CONFIRMS THAT THE EXISTING

8" PIPE CAN HANDLE THE CAPTURED WATER AMOUNT FROM THE ROOF.

D. AT LOCATIONS OF THERMAL BREAKS (ICE ACCUMULATION AT THE INTERIOR) THE

GOAL IS TO FIX THE THERMAL BREAK BY REMOVING EXISTING SEALANT, PREP THE

METAL SURFACES AND APPLY NEW SEALANT AT THE INTERIOR AND EXTERIOR.

ADDITIONAL TERM BAR AND MEMBRANE WILL BE ADDED OVER THE SEALANT AT

BUILDING JOINTS AND CORNERS CALLED OUT IN THE DRAWINGS.

E. FREEZER NO. 1, 2 & 3 MUST REMAIN IN OPERATION THROUGHOUT CONSTRUCTION.

CONTRACTOR TO ANTICIPATE WORKING TEMPERATURES BETWEEN (0-20) DEGREES

FAHRENHEIT. CONTRACTOR TO COORDINATE DAILY WITH OWNER ON TIME

TEMPERATURE SCHEDULE.

F. ALTERNATE NO. 1 AT ALL FREEZER NO. 3 WALLS INCLUDING THE CONNECTOR TO

FREEZER NO. 2, PROVIDE SEALANT AT THE INTERIOR AND EXTERIOR REMAINING

HORIZONTAL IMP SEAMS UP HIGH AND REMAINING VERTICAL SEAMS ABOVE THIS

LINE (IMP SEAMS BELOW THIS LINE ARE NOT SHOWING ANY THERMAL BRIDGING)

SEE EXTERIOR ELEVATIONS FOR THESE IMP SEAMS. IF ALTERNATE IS EXCEPTED

ALL ROOF EDGE WILL NEED REPLACED WHILE THE GUTTER AND DOWNSPOUTS BE

SALVAGED AND REINSTALLED.

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/2" / 12"

3 1/4" / 12"

3 1/4" / 12"

1/ 4"

1/

4"

3 4

4 4

'-0

'-8

'-8

A4.0 F5 A4.0

F5

SIM

F4 A4.0

F2 A4.0

F3 A4.0

F3 A4.0

F3 A4.0

F3 A4.0

(E) EPDM ROOF MATERIAL

(E) TPO ROOF MATERIAL

NO WORK (E) TPO ROOF

'-0

'-0

10'-0"

10'-0"

10'-0"

TERM BAR AND FULLY ADHERED EPDM

MEMBRANE TO CONTINUE FULL HEIGHT

OVER (E) INSULATED METAL PANELS

SEALANT INTERIOR AND EXTERIOR

(E) INSULATED METAL PANEL

(E) CONCRETE CURB

(E) STEEL POST

NEW FULLY ADHERED MEMBRANE

NEW PREFINISHED GALVANIZED ROOF EDGE

METAL WITH EDGE GUARD, PROVIDE PROPER

MEMBRANE FLASHING TO EXISTING MEMBRANE

1'-0"

(E) STEEL STRUCTURE (BEAM OR JOIST)

(E) STEEL STRUCTURE (BEAM OR JOIST)

NEW FULLY ADHERED EPDM MEMBRANE

(E) EPDM MEMBRANE

(E) TPO MEMBRANE

NEW PREFINISHED METAL ROOF EDGE

WITH LOCKSTRIP AND TPO MEMBRANE

FLASHING

REINFORCED MEMBRANE FLASHING

(E) STEEL STRUCTURE

(BEAM OR JOIST)

NEW PREFINISHED ONE PIECE

CONTINUOUS METAL 6" BOX GUTTER

WITH EPDM MEMBRANE FLASHING

NEW PREFINISHED OPEN DOWNSPOUT

(E) INSULATED METAL PANEL

(E) EPDM MEMBRANE

(E) INSULATED METAL ROOF PANEL

(E) EPDM MEMBRANE

NEW PREFINISHED METAL ROOF EDGE

WITH LOCKSTRIP AND EPDM

MEMBRANE FLASHING

(E) STEEL STRUCTURE (BEAM OR JOIST)

(E) INSULATED METAL PANEL

(E) INSULATED METAL ROOF PANEL

AT THERMAL BREAKS REMOVE AND REPLACE

EXTERIOR AND INTERIOR SEALANT AT IMP SEAMS

AT THERMAL BREAKS REMOVE AND

REPLACE EXTERIOR AND INTERIOR

SEALANT AT IMP SEAMS

B ACDE

FG

B ACDEFG

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ROOF PLAN NOTES

1 NEW PREFINISHED ONE PIECE CONTINUOUS METAL 6" BOX GUTTER WITH EPDM

MEMBRANE FLASHING

2 REPAIR FREEZER THERMAL BREECHES (700 SF) BY LOCALIZED DEMOLITION OF ROOF

EDGE, SALVAGE GUTTERS AND DOWNSPOUTS, CUT MEMBRANE, PEEL-BACK ROOF,

PROVIDE SEALANT AT SEPARATED INSULATED ROOF PANELS AT EXTERIOR &

INTERIOR, APPLY NEW ADHESIVE & SEALANT TO EXISTING MEMBRANE AND MEMBRANE

FLASHING, INSTALL NEW ROOF EDGE AND MEMBRANE FLASHING AND REINSTALL

GUTTERS AND DOWNSPOUTS. +/- 700 SF

3 NEW PREFINISHED GALVANIZED ROOF EDGE METAL WITH EDGE GUARD, PROVIDE

PROPER MEMBRANE FLASHING TO EXISTING MEMBRANE

4 NEW FULLY ADHERED MEMBRANE WRAPPED AROUND EXTERIOR CORNER WITH

CONTINUOUS VERTICAL TERM BAR AT EACH SIDE

5 NEW FULLY ADHERED MEMBRANE TO OVERLAP EXISTING MEMBRANE, PROVIDE

PROPER MEMBRANE FLASHING

6 (E) PREFINISHED METAL ROOF EDGE TO BE REPLACED, MATCH EXISTING PROFILE, SIZE

AND COLOR, CONTRATOR TO DETERMINE LENGTH OF ROOF EDGE TO BE REPLACED

BASED ON EXISTING SEAMS.

7 (E) PREFINISHED METAL GUTTER AND DOWNSPOUT, CONTRATOR TO DETERMINE

LENGTH OF GUTTER TO BE REMOVED AND REINSTALLED BASED ON EXISTING SEAMS.

8 CUT EXISTING MEMBRANE, PLACE SEALANT AT IMP SEAMS, FULLY ADHERE MEMBRANE

TO IMP AND MEMBRANE FLASHING OVER CUT MEMBRANE.

GENERAL NOTES

SCALE:

TRUE

1/8" = 1'-0"E1 ROOF PLAN

NO WORK AT (E) METAL ROOF

SCALE: 1" = 1'-0"F5 EXTERIOR PLAN DETAIL

HIGH

SCALE: 1" = 1'-0"F4 ROOF DETAIL

SCALE: 1" = 1'-0"F2 ROOF DETAIL

SCALE: 1" = 1'-0"F3 ROOF DETAIL

PANELS AT EXTERIOR PERIMETER OF FREEZER NO. 1 &2. (FIGURE A TOTAL OF 5

HOLES PER WALL)

B. CONTRACTOR TO TIGHTEN ALL BOLTS (HIGH AND LOW) AT EXTERIOR PERIMETER OF

FREEZER NO. 3 AND CONNECTOR.

C. 17,000 SF OF SURFACE AREA CALCULATED TIMES 4.5 INCHES PER HOUR FOR IOWA

DIVIDED BY THE CONSTANT 96.23 TO CONVERT INTO FLOW RATE (GPM) EQUALS 795

GPM < 885 GPM 8" PIPE AT 1/4" SLOPE. CALCULATION CONFIRMS THAT THE EXISTING

8" PIPE CAN HANDLE THE CAPTURED WATER AMOUNT FROM THE ROOF.

D. AT LOCATIONS OF THERMAL BREAKS (ICE ACCUMULATION AT THE INTERIOR) THE

GOAL IS TO FIX THE THERMAL BREAK BY REMOVING EXISTING SEALANT, PREP THE

METAL SURFACES AND APPLY NEW SEALANT AT THE INTERIOR AND EXTERIOR.

ADDITIONAL TERM BAR AND MEMBRANE WILL BE ADDED OVER THE SEALANT AT

BUILDING JOINTS AND CORNERS CALLED OUT IN THE DRAWINGS.

E. FREEZER NO. 1, 2 & 3 MUST REMAIN IN OPERATION THROUGHOUT CONSTRUCTION.

CONTRACTOR TO ANTICIPATE WORKING TEMPERATURES BETWEEN (0-20) DEGREES

FAHRENHEIT. CONTRACTOR TO COORDINATE DAILY WITH OWNER ON TIME

TEMPERATURE SCHEDULE.

F. ALTERNATE NO. 1 AT ALL FREEZER NO. 3 WALLS INCLUDING THE CONNECTOR TO

FREEZER NO. 2, PROVIDE SEALANT AT THE INTERIOR AND EXTERIOR REMAINING

HORIZONTAL IMP SEAMS UP HIGH AND REMAINING VERTICAL SEAMS ABOVE THIS

LINE (IMP SEAMS BELOW THIS LINE ARE NOT SHOWING ANY THERMAL BRIDGING)

SEE EXTERIOR ELEVATIONS FOR THESE IMP SEAMS. IF ALTERNATE IS EXCEPTED

ALL ROOF EDGE WILL NEED REPLACED WHILE THE GUTTER AND DOWNSPOUTS BE

SALVAGED AND REINSTALLED.

Level 1 0"

8 8 8 8 8 8 8 8 8 8 4

15 1515

SEE NORTH 1 ELEVATION FOR

MORE DETAIL AT FREEZER NO. 3

Level 1 0"

15 15 15

Level 1 0"

16 16

Level 1 0"

5 5

9 9

15 15

17 1717

16 16 1616

Level 1 0"

1616161616

5 3

Level 1 0"

B ACDE

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B ACDEFG

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EXTERIOR ELEVATIONS

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EXTERIOR ELEVATION NOTES

1 NEW INSETTING (NON WOOD JAMB AND CASING BOTH SIDES WITH THROUGH WALL

FASTENERS) 6" INSULATED GALVANIZED METAL PANEL FREEZER DOOR WITH

GASKETING AT THE JAMB AND HEAD, THERMALLY BROKEN SILL SET IN A BED OF

SEALANT WITH HEAT CABLES IN THE FRAME AND SILL OF DOOR. ADD METAL DRIP

ABOVE FRAME AT EXTERIOR SIDE OF DOOR. TYPE A SEALANT AT THE EXTERIOR AND

INTERIOR PERIMETER OF DOOR FRAME JAMB AND CASING.

2 (E) 6" INTAKE

3 NEW PREFINISHED OPEN DOWNSPOUT TO TIE INTO PVC BOOT TO NEW 6" SUBDRAIN

SYSTEM TO CONNECT TO (E) 6" AREA INTAKE.

4 (E) DOWNSPOUT TO TIE INTO NEW SUBDRAIN TO CONNECT TO (E) 8" SUBDRAIN TO

DAYLIGHT.

5 NEW PREFINISHED DOWNSPOUT (MATCH FREEZER NO. 3 DOWNSPOUTS) TO TIE INTO

NEW SUBDRAIN TO CONNECT TO (E) 8" SUBDRAIN TO DAYLIGHT.

6 NEW PREFINISHED GUTTER (MATCH FREEZER NO. 3 GUTTERS) TO TIE INTO NEW

DOWNSPOUTS.

7 NEW PREFINISHED GALVANIZED ROOF EDGE METAL WITH EDGE GUARD, PROVIDE

PROPER MEMBRANE FLASHING TO EXISTING MEMBRANE

8 NEW PVC VENT/DRAIN PIPE, ADD TURN DOWN TO MATCH FREEZER NO.3 PIPES. SPLICE

TO EXISTING PVC PIPE AT FACE OF FOUNDATION WALL.

9 THERMAL BREAK AT ENVELOPE UP HIGH - REMOVE EXISTING SEALANT AND PROVIDE

NEW TYPE A SEALANT AT SEPARATED INSULATED PANELS AT EXTERIOR & INTERIOR.

10 PROVIDE SEALANT FULL HEIGHT AT SEPARATED INSULATED PANELS/TRIM AT

EXTERIOR & INTERIOR AND ADD FULLY ADHERED EPDM MEMBRANE WITH TERM BAR AT

BOTH SIDES OF INTERIOR CORNERS

11 THERMAL BREAK AT DOOR PERIMETER - CONTRACTOR TO PROVIDE NEW GASKETING

AND ADJUST DOORS. TYPE A SEALANT AT THE EXTERIOR AND INTERIOR PERIMETER

OF DOOR FRAME JAMB AND CASING.

12 THERMAL BREAK AT THROUGH WALL PIPE PENETRATION UP HIGH - CONTRACTOR TO

PROVIDE NEW EXTERIOR PIPE COVER ANDTHERMAL BREAK AT ENVELOPE UP HIGH -

PROVIDE TYPE A SEALANT AT INSULATED PANELS AT EXTERIOR & INTERIOR.

13 (NIC) THERMAL BREAK AT THROUGH WALL VENT, REPAIR BY OWNER

14 (NIC) NEW TREATED WOOD LANDING, STAIRS AND RAILING BY OWNER

15 NEW GALVANIZED COUNTER FLASHING OVER TERM BAR AND FULLY ADHERED

MEMBRANE OVER INSULATED METAL PANEL BASE AND TOP OF CONCRETE

FOUNDATION WALL.

16 SEE GENERAL NOTE F FOR ALTERNATE NO 1 - SEAMS INDICATED BY DASHED LINE

17 (E) PREFINISHED METAL GUTTER AND DOWNSPOUT, CONTRATOR TO DETERMINE

LENGTH OF GUTTER TO BE REMOVED AND REINSTALLED BASED ON EXISTING SEAMS.

18 (E) PREFINISHED METAL ROOF EDGE TO BE REPLACED, MATCH EXISTING PROFILE, SIZE

AND COLOR, CONTRATOR TO DETERMINE LENGTH OF ROOF EDGE TO BE REPLACED

BASED ON EXISTING SEAMS.

19 NEW 5" CONCRETE SLAB OVER 6" GRANULAR FILL WITH NO. 5 BAR AT 16" O.C., SWALE

TO EXISTING INTAKE - SEE PLAN FOR SPOT ELEVATIONS AND SLOPES. TYPE A SEALANT

AT BUILDING TO CONCRETE INTERSECTION AT WAREHOUSE, FREEZER NO. 1,2 & 3

INCLUDING MECHANICAL MEZZANINE FOOTINGS.

GENERAL NOTES

SCALE: 1/8" = 1'-0"G4 EXTERIOR ELEVATION

NORTH FREEZER 1 AND 2

SCALE: 1/8" = 1'-0"G3 EXTERIOR ELEVATION

SOUTH FREEZER 1 AND 2

SCALE: 1/8" = 1'-0"D3 EXTERIOR ELEVATION

SOUTH FREEZER 3

SCALE: 1/8" = 1'-0"G2 EXTERIOR ELEVATION

EAST

SCALE: 1/8" = 1'-0"G1 EXTERIOR ELEVATION

WEST

SCALE: 1/8" = 1'-0"D4 EXTERIOR ELEVATION

NORTH FREEZER 3