section 00 9111 addendum number 3 particulars 1.01 date: july 11 ... - harbin … · 2019-07-12 ·...

Lincoln Jr/Sr High School Safe Room Addition Project Number - 18165

©Schultz Squared Architects LLC

ADDENDUM NUMBER 300 9111 - 1 of 3

SECTION 00 9111

ADDENDUM NUMBER 3

PARTICULARS

1.01 DATE: JULY 11, 2019

1.02 PROJECT: LINCOLN JR/SR HIGH SCHOOL SAFE ROOM ADDITION

1.03 ARCHITECT'S PROJECT NUMBER: 18165

1.04 OWNER: USD 298 LINCOLN PUBLIC SCHOOLS

1.05 ARCHITECT: SCHULTZ SQUARED ARCHITECTS LLC

TO: PROSPECTIVE BIDDERS:

2.01 THIS ADDENDUM FORMS A PART OF THE CONTRACT DOCUMENTS AND MODIFIES THE

ORIGINALPROCUREMENT DOCUMENTS DATED JUNE 17, 2019, WITH AMENDMENTS AND

ADDITIONS NOTED BELOW.

2.02 ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE SPACE PROVIDED IN THE BID

FORM. FAILURE TO DO SO MAY DISQUALIFY THE BIDDER.

2.03 THIS ADDENDUM CONSISTS OF 12 PAGES:

CHANGES TO PRIOR ADDENDA:

3.01 CHANGES TO ADDENDUM NUMBER 1 - ISSUED JUNE 28, 2019

A. ADDENDA ITEM 4.01

1. SPECIFICATION SECTION 10 4400 - FIRE PROTECTION SPECIALTIES

a. ARTICLE 1.02 REFERENCE STANDARDS

1) ADD THE FOLLOWING: AMERICANS WITH DISABILITIES ACT (ADA) 2010

2) FIRE EXTINGUISHERS CABINET DOOR SHALL BE PROVIDE WITH HANDLEMEETING THE REQUIREMENTS OF ADA.

b. ARTICLE 2.02 FIRE EXTINGUISHERS

1) PARAGRAPH B.2 - REVISE AS FOLLOWS: SIZE: 9 POUND MINIMUM

c. ARTICLE 2.03 FIRE EXTINGUISHER CABINETS

1) PARAGRAPH B.2 - REVISE AS FOLLOWS: TRIM: FLAT ROLLED EDGE,WITH 2-1/2" WIDE FACE.

CHANGES TO THE PROJECT MANUAL - INTRODUCTORY REQUIREMENTS, PROCUREMENT

REQUIREMENTS AND CONTRACTING REQUIREMENTS:

4.01 SECTION 00 2113 - INSTRUCTIONS TO BIDDERS

A. ARTICLE 5.01 EVIDENCE OF QUALIFICATIONS

1. THE FOLLOWING GENERAL CONTRACTORS ATTENDED THE PREBIDCONFERENCE AND PROVIDED ADEQUATE EVIDENCE OF QUALIFICATIONS PRIORTO 5:00 PM, JULY 9, 2019 THEREFORE ARE ELIGIBLE TO SUBMIT A BID:

a. CHENEY CONSTRUCTION

b. COMMERCIAL BUILDERS INC.

c. COMPTON CONSTRUCTION SERVICES

d. HARBIN CONSTRUCTION

e. PAUL-WERTENBERGER CONSTRUCTION

f. PONTON CONSTRUCTION

g. PRAIRIE LANDWORKS

h. RDH ELECTRIC & CONSTRUCTION INC.

i. TRINIUM INC.

j. WIENS & COMPANY

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4.02 SECTION 00 4100 - BID FORM

A. REPLACE BID FORM IN ITS ENTIRETY WITH ATTACHED FORM.

B. BID FORM HAS BEEN REVISED TO ADDRESS THE ADDITION OF SECTION 01 2100 -ALLOWANCES NOTED BELOW.

4.03 SECTION 04 4323 - ALTERNATES FORM

A. ARTICLE 2.02 - ALTERNATE #1

1. CONTRACTOR'S OPTION - IN LIEU OF ASPHALT PAVING, CONTRACTOR MAYINSTALL 5" CONCRETE PAVING WITH 8" MINIMUM THICKENED EDGES, SINGLELAYER 6X6, W2.9XW2.9 WWF. PROVIDE A MINIMUM OF THREE (3) DOWELEDEXPANSION JOINTS, AND A MINIMUM OF SIX (6) SAWN CONTROL JOINTS.

B. ARTICLE 2.03 - ALTERNATE #2

1. CONTRACTOR'S OPTION-CURRENTLY, THE OWNER HAS A TEMPORARY WOODFRAMED STORAGE BUILDING LOCATED DIRECTLY OVER THE PLANNEDLOCATION OF THE SEWER. CONTRACTOR MAY TEMPORARILY MOVE THEBUILDING WITH THE OWNER REMOVING CONTENTS TO ALLOW INSTALLATIONOF LINE AS SHOWN. CONTRACTOR WILL BE REQUIRED TO REPLACE STORAGEBUILDING TO ITS ORIGINAL LOCATION ONCE SEWER LINE IS PLACED; ORCONTRACTOR CAN REROUTE THE LINE AROUND THE TEMPORARY BUILDING. IFREROUTED, CONTRACTOR SHALL INSTALL CLEANOUTS AT ALL CHANGES INDIRECTION OF THE NEW SEWER LINE.

C. REPLACE ALTERNATES FORM IN ITS ENTIRETY WITH ATTACHED FORM.

4.04 SECTION 01 2100 - ALLOWANCES

A. ADD SECTION 01 2100 - ALLOWANCES TO THE PROJECT MANUAL.

B. REFERENCE ATTACHED SPECIFICATION SECTION.

4.05 SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS

A. OWNER WILL PROVIDE CONTRACTOR WITH EIGHT (8) HARD COPIES OF THECONSTRUCTION DOCUMENTS FOR THEIR USE DURING CONSTRUCTION.

CHANGES TO THE PROJECT MANUAL - SPECIFICATIONS:

5.01 SECTION 07 2100 - THERMAL INSULATION

A. SUBSTITUTION

1. EXPANDED POLYSTYRENE (EPS) RIGID INSULATION MAY BE UTILIZED FORBELOW FLOOR SLAB APPLICATIONS ONLY.

a. EPS SHALL MEET ALL THE MINIMUM CHARASTICS OF SPECIFICATION

b. INCREASE THICKNESS AS REQUIRED TO MEET EQUIVALENT TOTAL R-VALUESPECIFIED.

CHANGES TO DRAWINGS:

6.01 DRAWINGS A7.1 - ARCHITECTURAL

A. FINISH SCHEDULE

1. SUSPENDED ACOUSTICAL TILE CEILINGS IN ROOMS 100 AND 101 SHALL BE

1-HOUR FIRE RATED.

6.02 DRAWINGS S1.2 - STRUCTURAL

A. LOAD PLAN NOTES

1. ADD NOTE NUMBER 3 AS SHOWN ON ATTACHED DRAWING.

B. DETAIL 1A/S1.2

1. ADD "PLF" UNIT DESIGNATION AS SHOWN ON ATTACHED DRAWING.




6.03 DRAWINGS S2.1 - STRUCTURAL

A. DETAIL 2/S2.1 FOUNDATION PLAN-ALTERNATE

1. RELOCATE DETAIL MARK 8/S5.1 AS SHOWN ON ATTACHED DRAWING.

6.04 DRAWINGS E3.1 - ELECTRICAL

A. ADD TYPE E LIGHT FIXTURE TO VESTIBULE 102. REFERENCE ATTACHED DRAWINGFOR LOCATION.

APPROVAL OF ADDITIONAL PRODUCTS/SYSTEMS:

7.01 SECTION 07 5400 - THERMOPLASTIC MEMBRANE ROOFING

A. THE FOLLOWING MANUFACTURER IS ACCEPTABLE SUBSTITUTION. SUBSTITUTIONSHALL MEET ALL THE MINIMUM CHARACTERISTICS OF SPECIFICATION

1. MULE-HIDE PRODUCTS CO., INC. TPO SYSTEM

END OF SECTION 00 9111


©Schultz Squared Architects LLCBID FORM

00 4100 - 1 of 2

SECTION 00 4100

BID FORM

THE PROJECT AND THE PARTIES

1.01 TO:

A. USD 298 Lincoln Public Schools (Owner) 133 East Lincoln Avenue Lincoln, Kansas 67455

1.02 FOR:

A. Project: Lincoln Jr/Sr High School Safe Room Addition

B. Architect's Project Number: 18165 701 East North Street Lincoln, Kansas 67455

1.03 DATE: ______________ (BIDDER TO ENTER DATE)

1.04 SUBMITTED BY: (BIDDER TO ENTER NAME AND ADDRESS)

A. Bidder's Full Name _________________________1. Address _________________________2. City, State, Zip_________________________

1.05 OFFER

A. Having examined the Place of The Work and all matters referred to in the Instructions toBidders and the Bid Documents prepared by Schultz Squared Architects LLC for the abovementioned project, we, the undersigned, hereby offer to enter into a Contract to perform theWork for the Sum of:

B. __________________________________________________________________________________________________________________ dollars($______________________), in lawful money of the United States of America.

C. We have included the required security Bid Bond as required by the Instruction to Bidders.

D. We have included the required performance assurance bonds in the Bid Amount as required bythe Instructions to Bidders.

E. All Cash Allowances described in Section 01 2100 - Allowances are included in the Bid Sum.

1.06 ACCEPTANCE

A. This offer shall be open to acceptance and is irrevocable for forty five days from the bid closingdate.

B. If this bid is accepted by Owner within the time period stated above, we will:1. Execute the Agreement within seven days of receipt of Notice of Award.

C. If this bid is accepted within the time stated, and we fail to commence the Work or we fail toprovide the required Bond(s), the security deposit shall be forfeited as damages to Owner byreason of our failure, limited in amount to the lesser of the face value of the security deposit orthe difference between this bid and the bid upon which a Contract is signed.

D. In the event our bid is not accepted within the time stated above, the required security depositshall be returned to the undersigned, in accordance with the provisions of the Instructions toBidders; unless a mutually satisfactory arrangement is made for its retention and validity for anextended period of time.

1.07 CONTRACT TIME

A. Complete the Work by the 12th day of March, 2020.

B. Owner will suffer financial loss if the Work is not completed within the time specified in aboveplus any extensions granted in accordance with Articles 10 and 11 of AIA DocumentA105-2017. The amount of actual damages the Owner will incur from a delay of completion of


©Schultz Squared Architects LLCBID FORM

00 4100 - 2 of 2

the Work is not easily and readily determinable. Accordingly, instead of requiring proof,Contractor shall pay to Owner liquidated damages for delay (but not as a penalty) the sum ofTwo Hundred Fifty Dollars ($250.00) per calendar day for each calendar day after the agreedSubstantial Completion Date that the Work is not certified by the Architect as being substantiallycomplete.

1.08 CHANGES TO THE WORK

A. When Architect establishes that the method of valuation for Changes in the Work will be netcost plus a percentage fee in accordance with General Conditions, our percentage fee will be:1. ______ percent overhead and profit on the net cost of our own Work;2. ______ percent on the cost of work done by any Subcontractor.

B. On work deleted from the Contract, our credit to Owner shall be Architect-approved net costplus _________ of the overhead and profit percentage noted above.

1.09 ADDENDA

A. The following Addenda have been received. The modifications to the Bid Documents notedbelow have been considered and all costs are included in the Bid Sum.1. Addendum # _______ Dated ________________.2. Addendum #_______ Dated ________________.3. Addendum # _______ Dated ________________.4. Addendum # _______ Dated ________________.5. Addendum # _______ Dated ________________.

1.10 BID FORM SUPPLEMENTS

A. The following Supplements are attached to this Bid Form and are considered an integral part ofthis Bid Form:1. Document 00 4322 - Unit Prices Form: Include a listing of unit prices specifically

requested by the Contract Documents.2. Document 00 4323 - Alternates Form: Include the cost variations to the Bid Sum

applicable to the Work as described in Section 00 4323.

1.11 BID FORM SIGNATURE(S)

A. The Corporate Seal of

B. ____________________________________________

C. (Bidder - print the full name of your firm)

D. was hereunto affixed in the presence of:

E. ____________________________________________

F. (Authorized signing officer, Title)

G. (Seal)

H. ____________________________________________

I. (Authorized signing officer, Title)



©Schultz Squared Architects LLCALTERNATES FORM

00 4323 - 1 of 3

SECTION 00 4323

ALTERNATES FORM

PARTICULARS

1.01 THE FOLLOWING IS THE LIST OF ALTERNATES REFERENCED IN THE BID SUBMITTED BY:

1.02 (BIDDER) _______________________________

1.03 TO (OWNER ): USD 298 LINCOLN PUBLIC SCHOOLS

1.04 FOR: LINCOLN JR/SR HIGH SCHOOL SAFE ROOM ADDITION

1.05 PROJECT NUMBER: 18165

1.06 DATED ________________ (BIDDER TO ENTER DATE) AND WHICH IS AN INTEGRAL PART

OF THE BID FORM.

ALTERNATES LIST

2.01 THE FOLLOWING AMOUNTS SHALL BE ADDED TO OR DEDUCTED FROM THE BID

AMOUNT. REFER TO SECTION 01 2300 - ALTERNATES.

A. FOR EACH ALTERNATE, CONTRACTOR SHALL CLEARLY INDICATE WHETHER OFFER

IS AN ADD OR DEDUCT TO THE BASE BID BY CIRCLING "ADD" OR "DEDUCT"

ADJACENT TO THE CORRESPONDING OFFER.

2.02 ALTERNATE #1:

A. ASPHALT DRIVE-CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS ANDRELATED WORK FOR COMPLETE INSTALLATION OF NEW 5" ASPHALT DRIVE ANDBASE AS SHOWN.

B. REFERENCE PLANS AND ALL SPECIFICATION SECTION FOR EXTENT OF WORK ANDADDITIONAL REQUIREMENTS.

C. CONTRACTOR'S OPTION - IN LIEU OF ASPHALT PAVING, CONTRACTOR MAY INSTALL5" CONCRETE PAVING WITH 8" MINIMUM THICKENED EDGES, SINGLE LAYER 6X6,W2.9XW2.9 WWF. PROVIDE A MINIMUM OF THREE (3) DOWELED EXPANSION JOINTS,AND A MINIMUM OF SIX (6) SAWN CONTROL JOINTS.

D. ADD / DEDUCT $ ________________________

2.03 ALTERNATE #2:

A. SANITARY SEWER EXTENSION-CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS AND RELATED WORK FOR COMPLETE INSTALLATION OF NEW 4"DIAMETER PVC SANITARY SEWER LINE AS SHOWN. INCLUDE TRENCHING, BACKFILL,REMOVAL AND PATCHING OF EXISTING ASPHALT PAVING, CLEANOUTS, ANDADDITIONAL PIPING AS SHOWN.

B. OMIT BASE BID EXTENSION AND CONNECTION OF SANITARY SEWER TO EXISTINGSEWER LINE IN ROOM X101, REMOVAL AND REPLACEMENT OF EXISTING CONCRETEFLOOR, AND INSTALLATION OF NEW VCT FLOORING IN ROOMS X100 AND X101.

C. CONTRACTOR'S OPTION-CURRENTLY, THE OWNER HAS A TEMPORARY WOODFRAMED STORAGE BUILDING LOCATED DIRECTLY OVER THE PLANNED LOCATION OFTHE SEWER. CONTRACTOR MAY TEMPORARILY MOVE THE BUILDING WITH THEOWNER REMOVING CONTENTS TO ALLOW INSTALLATION OF LINE AS SHOWN. CONTRACTOR WILL BE REQUIRED TO REPLACE STORAGE BUILDING TO ITS ORIGINALLOCATION ONCE SEWER LINE IS PLACED; OR CONTRACTOR CAN REROUTE THE LINEAROUND THE TEMPORARY BUILDING. IF REROUTED, CONTRACTOR SHALL INSTALLCLEANOUTS AT ALL CHANGES IN DIRECTION OF THE NEW SEWER LINE.

D. ADD CARPET TRANSITION STRIP AT DOORS X100 WHERE EXISTING THRESHOLD ISREMOVED.

E. REFERENCE PLANS AND ALL SPECIFICATION SECTION FOR EXTENT OF WORK ANDADDITIONAL REQUIREMENTS.



00 4323 - 2 of 3

F. ACCEPTANCE/REJECTION OF THIS ALTERNATE WILL BE DETERMINED ONCECONTRACTOR VERIFIES ELEVATION OF EXISTING SEWER WHERE BASE BIDCONNECTION IS TO OCCUR.

G. ADD / DEDUCT $ ________________________

2.04 ALTERNATE #3:

A. PRECAST CONCRETE PANEL FINISH-CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS AND RELATED WORK FOR COMPLETE HEAVY SAND BLAST FINISH ONEXTERIOR SIDE ONLY OF ALL PRECAST CONCRETE PANELS TO MATCH EXISTINGBUILDING CONCRETE WALL PANELS.


C. ADD / DEDUCT $ ________________________

2.05 ALTERNATE #4:

A. STOREFRONT WINDOW-CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS ANDRELATED WORK FOR COMPLETE INSTALLATION OF STEPPED STOREFRONT WINDOWTYPE 'B' INCLUDING STEEL FRAME AND FOUNDATIONS.


C. ADD / DEDUCT $ ________________________

2.06 ALTERNATE #5:

A. TAPERED POLYISOCYANURATE ROOF INSULATION-CONTRACTOR SHALL PROVIDEALL LABOR, MATERIALS AND RELATED WORK FOR COMPLETE INSTALLATION OF R-25TAPERED, RIGID POLYISOCYANURATE ROOF INSULATION AND 1/2" FIBERGLASSFACED COVER BOARD ALL ADHERED TO REINFORCED CONCRETE DECK (BASE BID). PROVIDE SIMILAR SLOPE AND CRICKETS AT ROOF EQUIPMENT AS SHOWN. PROVIDEANY PRESSURE TREATED WOOD NAILERS AS REQUIRED BY ROOFING SYSTEMMANUFACTURER.

B. OMIT BASE BID INSULATED LIGHTWEIGHT CONCRETE SYSTEM.

C. REFERENCE PLANS AND ALL SPECIFICATION SECTION FOR EXTENT OF WORK ANDADDITIONAL REQUIREMENTS.

D. ADD / DEDUCT $ ________________________

2.07 ALTERNATE #6:

A. HVAC UNIT IN CORRIDOR 101-CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALSAND RELATED WORK FOR COMPLETE INSTALLATION OF HVAC UNIT, ASSOCIATEDACCU, EXTERIOR CONCRETE EQUIPMENT SLAB, ALL ASSOCIATED ACCESSORIES,ELECTRICAL AND PLUMBING CONNECTIONS.


C. ADD / DEDUCT $ ________________________



00 4323 - 3 of 3

2.08 ALTERNATE #7:

A. VINYL COMPOSITION TILE-CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALSAND RELATED WORK FOR COMPLETE INSTALLATION OF VCT IN ROOMS 100, 101, AND102 INCLUDING CONCRETE SLAB TESTING FOR WATER EMISSION AS REQUIRED BYFLOORING MANUFACTURER, FLOOR PREP, ADHESIVE, AND TRANSITION STRIPS.


C. ADD / DEDUCT $ ________________________



©Schultz Squared Architects LLCALLOWANCES01 2100 - 1 of 1

SECTION 01 2100

ALLOWANCES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Inspecting and testing allowances.

1.02 RELATED REQUIREMENTS

A. Section 01 2000 - Price and Payment Procedures: Additional payment and modificationprocedures.

1.03 INSPECTING AND TESTING ALLOWANCES

A. Costs Included in Inspecting and Testing Allowances: Cost of engaging an inspecting or testingagency; execution of inspecting and tests; and reporting results.

B. Costs Not Included in the Inspecting and Testing Allowances:1. Costs of incidental labor and facilities required to assist inspecting or testing agency.2. Costs of testing services used by Contractor separate from Contract Document

requirements.3. Costs of retesting upon failure of previous tests as determined by Architect.4. Special Inspection services as defined by contract documents will be provide by the

Owner.

C. Payment Procedures:1. Submit one copy of the inspecting or testing firm's invoice with next application for

payment.2. Pay invoice on approval by Architect.

1.04 ALLOWANCES SCHEDULE

A. Inspecting and Testing Allowance: Include the sum of $6,500.00 for payment of inspecting andtesting services specified in Section 01 4000 - Quality Requirements.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED


NOTE: POSITIVE PRESSURES ARE DIRECTED INWARD ON THE EXTERIOR SURFACE. NEGATIVE PRESSURES ARE DIRECTED OUTWARD ON THE EXTERIOR SURFACE.

BUILDING ELEMENTSPAN

(FT)

WIDTH

(FT)AREA (FT2)

WIND PRESSURE

ZONE 1 (PSF)

WIND PRESSURE

ZONE 2 (PSF)

WIND PRESSURE

ZONE 3 (PSF)

WIND PRESSURE

ZONE 4+2 (PSF)4WW+LW

WIND PRESSURE

ZONE 5+3 (PSF)5WW+5LW

WIND PRESSURE

ZONE 4 (PSF)

WIND PRESSURE

ZONE 5 (PSF)

WALL PANEL 13'-4" VARIES 59.3 EFFECTIVE -- -- -- -- -- -192/180 -212/180

WINDWARD + LEEWARDPARAPET

2.00 VARIES <10 -- -- -- 368 505 -- --

7'-0" DOUBLE TEE 43.00 7.00 616.33 EFFECTIVE -197/102 -224/102 -224/102 -- -- -- --

8'-0" DOUBLE TEE 43.00 8.00 616.33 EFFECTIVE -197/102 -224/102 -224/102 -- -- -- --

8'-0" DOUBLE TEE (SHORT) 29.00 8.00 280.33 EFFECTIVE -197/102 -224/102 -224/102 -- -- -- --

4" TOPPING SLAB 4.00 1.50 6 -211/115 -319/115 -455/115 -- -- -- --

DOUBLE TEE BEARING 21.50 4.00 86 -198/103 -203/103 -239/103 -- -- -- --

EXTREME WIND COMPONENTS AND CLADDING LOADS

1. SHELTER GENERAL INFORMATION

A. TYPE OF SHELTER: COMMUNITY TORNADO SAFE ROOM.

B. SHELTER WIND DESIGN GUIDELINES:

1) ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS - 2014

(ICC 500-2014).

2) SAFE ROOMS FOR TORNADOES AND HURRICANES, GUIDANCE FOR COMMUNITY AND

RESIDENTIAL SAFE ROOMS - 2015 (FEMA P-361, THIRD EDITION)

C. MISSILE CRITERIA:

1) 15-LB SAWN LUMBER 2x4 MISSILE

2) 100 MPH MISSILE SPEED FOR VERTICAL SURFACES

3) 67 MPH MISSILE SPEED FOR HORIZONTAL SURFACES

D. ROOF SYSTEMS HAVE BEEN SELECTED IN ACCORDANCE WITH DEBRIS IMPACT TESTING INACCORDANCE WITH ASTM E 1886 AT TEXAS TECH UNIVERSITY (REFER SUMMARY REPORT DATED

JUNE 2003 PREPARED BY WIND SCIENCE AND ENGINEERING RESEARCH CENTER). REFER

SECTION A1 4" THICK CONCRETE-#4 REBAR REINFORCEMENT 12 INCHES ON CENTER EACH WAY

(TESTED FOR 162 MPH)-67 MPH REQUIRED.

E. WALL SYSTEMS HAVE BEEN SELECTED IN ACCORDANCE WITH DEBRIS IMPACT TESTING IN

ACCORDANCE WITH ASTM E 1886 AT TEXAS TECH UNIVERSITY (REFER REPORT FOR CORESLAB

STRUCTURE DATED APRIL 1, 2016 PREPARED BY WIND SCIENCE AND ENGINEERING RESEARCH

CENTER). REFER SECTION FOR 4" THICK CONCRETE-PRESTRESSED PANELS WITH 250 PSI

INITIAL COMPRESSIVE PRESTRESS FACE-100 MPH REQUIRED.

F. SHELTER DOORS AND LOUVERS SHALL BE RATED FOR A MINIMUM SERVICE DESIGN PRESSURE

OF 246 PSF (ZONE 5) AND HAVE BEEN TESTED TO MEET THE IMPACT CRITERIA LISTED

ABOVE. MANUFACTURER SHALL SUBMIT TESTING REPORTS AND INSTALLATION DETAILS TO

ARCHITECT/ENGINEER FOR APPROVAL.

G. REFERENCE ELEVATION OF 100'-0" EQUALS DATUM FINISHED FLOOR ELEVATION FOR THE

SAFE ROOM.

H. REFER TO CIVIL DRAWINGS FOR FINISHED FLOOR ELEVATION AND BASE FLOOD ELEVATION.

I. REFER TO ARCHITECTURAL DRAWINGS FOR GROSS AREA, USABLE STORM SHELTER FLOOR AREA,

OCCUPANT LOAD, AND WHEELCHAIR OCCUPANT LOAD.

J. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS AND SIZES OF SHELTER VENTILATION.

K. INDIVIDUAL PRECAST WALL PANELS SHALL BE CONNECTED TO TRANSFER SHEAR ACROSS

PANEL JOINTS AND PERFORM AS A SINGLE SHEAR WALL ALONG CONTINUOUS WALL RUNS,

EXCEPT AT 14" PANEL.

L. FURNISH LOOSE CONNECTION HARDWARE AND ANCHORAGE ITEMS TO BE EMBEDDED IN OR

ATTACHED TO OTHER CONSTRUCTION BEFORE STARTING THAT WORK. PROVIDE LOCATIONS,

SETTING DIAGRAMS, TEMPLATES, INSTRUCTIONS, AND DIRECTIONS, AS REQUIRED, FOR

INSTALLATION.

M. PRECAST WALL TO FOUNDATION CONNECTIONS SHALL BE DESIGNED AND DETAILED BY THE

PRECASTER. ALL CONNECTION HARDWARE, PLATES AND/OR BARS EMBEDDED IN FOUNDATIONS

SHALL BE PROVIDED BY THE PRECASTER TO BE FIELD INSTALLED BY THE FOUNDATION

CONTRACTOR.

N. ROOF DIAPHRAGM TO PRECAST WALL CONNECTIONS SHALL BE DETAILED BY THE PRECASTER

FOLLOWING DETAILS IN THE STRUCTURAL DRAWINGS. THE EMBEDMENT INTO THE PRECAST

SHALL BE DESIGNED BY THE PRECASTER FOR THE FORCES GIVEN. ALL CONNECTION

HARDWARE, PLATES AND BARS SHALL BE PROVIDED BY THE PRECASTER TO BE FIELD

INSTALLED BY THE CONCRETE CONTRACTOR BEFORE ROOF DIAPHRAGMS ARE POURED.

O. REFER TO 1/S1.2 FOR REQUIRED PRECAST DIAPHRAGM AND SNOW LOADS.

P. REFER TO 2/S1.2 AND CORRESPONDING TABLE FOR REQUIRED COMPONENT AND CLADDING

DESIGN LOADS.

2. SHELTER DESIGN LOADS

A. DEAD LOAD: SELF WEIGHT OF MATERIALS, UNLESS NOTED OTHERWISE

B. ROOF DEAD LOAD:

1) ELASTIZELL/INSULATION.......................................10 PSF

2) TOPPING SLAB................................................50 PSF

3) CONCRETE OVERAGE.............................................6 PSF

4) 32" DEEP 8'-0" N.W. DOUBLE TEES.............................81 PSF

5) MISC (LIGHTING, DUCTWORK, PIPING, ETC.)......................6 PSF

6) CEILING......................................................2 PSF

7) TOTAL......................................................155 PSF

C. ROOF LIVE LOADS:

1) ROOF LIVE LOAD (SHELTER)..................................140 PSF

D. SHELTER WIND PARAMETERS:

1) GOVERNING CODE:........................................ICC500-2014

2) EXPOSURE CATEGORY:...............................................C

3) INTERNAL PRESSURE COEFFICIENTS, GCPI.......................+/-0.55

4) TOPOGRAPHIC FACTOR, KZT........................................1.0

5) DIRECTIONALITY FACTOR, KD......................................1.0

6) WIND VELOCITY, V:..........................................250 MPH

E. EXTREME WIND PRESSURES-MAIN WIND FORCE RESISTING SYSTEM:

1) -GCPI

A) WINDWARD WALL:.....................................167 PSF IN

B) LEEWARD WALL:.......................................23 PSF IN

C) SIDE WALL:...........................................6 PSF OUT

2) +GCPI

A) WINDWARD WALL:......................................18 PSF IN

B) LEEWARD WALL:......................................132 PSF OUT

C) SIDE WALL:.........................................156 PSF OUT

3) WINDWARD PARAPET:......................................205 PSF IN

4) LEEWARD PARAPET:.......................................137 PSF OUT

5) ROOF 0 TO 13.3' FROM LEADING EDGE:.....................179 PSF OUT

6) ROOF 13.3' TO 26.7' FROM LEADING EDGE:.................132 PSF OUT

7) ROOF BEYOND 26.7' FROM LEADING EDGE:...................109 PSF OUT

8) ROOF:...................................................54 PSF IN

F. SNOW LOADS:

1) GOVERNING CODE:..........................................ASCE 7-10

2) IMPORTANCE FACTOR, Is:........................................1.00

3) GROUND SNOW LOAD, Pg:.......................................25 PSF

4) EXPOSURE FACTOR, Ce:...........................................1.0

5) THERMAL FACTOR, Ct:............................................1.0

6) ROOF SLOPE FACTOR, Cs:.........................................1.0

7) CALCULATED FLAT ROOF SNOW LOAD, Pf:.......................17.5 PSF

8) MINIMUM FLAT ROOF SNOW LOAD, I*Pf:..........................20 PSF

9) DRIFT LOADS:.............................................ASCE 7-10

G. SEISMIC DESIGN CRITERIA:

1) GOVERNING CODE:..........................................ASCE 7-10

2) IMPORTANCE FACTOR, Ie:........................................1.00

3) SOIL SITE CLASSIFICATION:........................................D

4) 0.2 SEC. MAPPED SPECTRAL ACCELERATION, Ss:...................0.090

5) 1.0 SEC. MAPPED SPECTRAL ACCELERATION, S1:...................0.045

6) SITE COEFFICIENT, 0.2 SEC. PERIOD, Fa:.........................1.6

7) SITE COEFFICIENT, 1.0 SEC. PERIOD, Fv:.........................2.4

8) 0.2 SEC. DESIGN SPECTRAL ACCELERATION, Sds:..................0.096

9) 1.0 SEC. DESIGN SPECTRAL ACCELERATION, Sd1:..................0.072

10) SEISMIC DESIGN CATEGORY:.........................................B

11) SEISMIC PARAMETERS:

A)SEISMIC FORCE RESISTING SYSTEM: ORDINARY PRECAST CONCRETE SHEAR WALLS

B) RESPONSE MODIFICATION COEFFICIENT, R:......................3.00

C)SYSTEM OVERSTRENGTH FACTOR, O:.............................2.50

D) DEFLECTION AMPLIFICATION FACTOR, Cd:.......................3.00

E) ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE METHOD.

F) SEISMIC RESPONSE COEFFICIENT, Cs:........................0.0320

G)LATERAL BASE SHEAR, V:................................30.2 KIPS

3. QUALITY ASSURANCE PLAN

A. CONTRACTOR RESPONSIBILITY: EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION,

FABRICATION OR INSTALLATION OF A MAIN WIND FORCE-RESISTING SYSTEM OR ANY

COMPONENT LISTED IN THE QUALITY ASSURANCE PLAN SHALL SUBMIT A WRITTEN STATEMENT

OF RESPONSIBILITY TO THE AHJ, THE ARCHITECT/ENGINEER, AND THE OWNER PRIOR TO

THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. CONTRACTOR'S STATEMENT OF

RESPONSIBILITY SHALL BE INCLUDED WITH THE FIRST SUBMITTAL/SHOP DRAWING. THE

CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN:

1) ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE

QUALITY ASSURANCE PLAN.

2) ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN COMPLIANCE WITH THE

CONSTRUCTION DOCUMENTS.

3) PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE

METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF REPORTS.

4) IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL

AND THEIR POSITION(S) IN THE ORGANIZATION.

B. MAIN WINDFORCE-RESISTING SYSTEMS AND WIND-RESISTING COMPONENTS

1) FOUNDATIONS

2) PRECAST BEARING/SHEAR WALLS

3) PRECAST DOUBLE TEES

4) PRECAST CONNECTIONS

5) CAST-IN-PLACE TOPPING SLAB

6) STEEL PROTECTION DEVICES

7) SAFE ROOM DOORS

8) SAFE ROOM LOUVERS

C. REQUIRED SPECIAL INSPECTIONS TYPE AND FREQUENCY ARE IDENTIFIED ON S1.5.

D. CONCRETE TESTS: TESTING OF COMPOSITE SAMPLES OF FRESH CONCRETE OBTAINED

ACCORDING TO ASTM C 172/C 172M SHALL BE PERFORMED AS INDICATED IN THE

SPECIFICATIONS.

E. STRUCTURAL OBSERVATIONS: IN ADDITION TO THE REQUIREMENTS OF THE SPECIAL

INSPECTOR, THE OWNER SHALL EMPLOY A LICENSED PROFESSIONAL STRUCTURAL ENGINEER

TO INSPECT THE FOLLOWING ELEMENTS OF THE MAIN WIND FORCE RESISTING SYSTEM OF

THE SHELTER TO VERIFY CONFORMANCE WITH THE CONTRACT DOCUMENTS AT SIGNIFICANT

CONSTRUCTION STAGES AND AT THE COMPLETION OF THE STRUCTURAL SYSTEM.

DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND AHJ. AT THE

CONCLUSION OF THE WORK, THE REGISTER DESIGN PROFESSIONAL SHALL SUBMIT TO THE

AHJ A WRITTEN STATEMENT INDICATING SITE VISITS MADE AND IDENTIFYING ANYOUTSTANDING DEFICIENCIES THAT HAVE NOT BEEN RESOLVED.

1) FOUNDATIONS

A)REBAR SIZE, SPACING, LAP LENGTHS, EMBED SIZE AND LOCATIONS

2) WALLS

A)HOLD DOWN CONNECTIONS

B) WALL TO WALL CONNECTIONS

3) ROOF

A)DT TO DT CONNECTIONS

B) DT BEARING CONNECTIONS

C)DT TO WALL CONNECTIONS

D) REBAR SIZE, SPACING, LAP LENGTHS

4) DOORS/SHUTTERS

A)VERIFY INSTALLATION OF EACH DOOR IS PER MANUFACTURER'S TESTED ASSEMBLY.

B) VERIFY ALL DOOR HARDWARE IS FULLY OPERATIONAL.

C)VERIFY DOORS HAVE PROPER LABELS INDICATING REQUIRED PRESSURE AND IMPACT

RATING.

5) LOUVERS

A)VERIFY INSTALLATION OF EACH LOUVER IS PER MANUFACTURER'S TESTED ASSEMBLY.

B) VERIFY LOUVERS HAVE PROPER LABELS INDICATING REQUIRED PRESSURE AND IMPACT

RATING.

6) PROTECTION DEVICES

A)VERIFY INSTALLATION OF EACH STEEL PLATE PROTECTION DEVICE IS PER CONTRACT

DRAWINGS.

B) VERIFY ALL OPENINGS REQUIRING PROTECTION HAVE PROTECTION DEVICE INSTALLED.

MAXIMUM SNOW DRIFT

INTENSITY Pd=14.5 PSF

FOUNDATION LATERAL SHEAR FORCES

EXTREME WIND = 4.26 KIPS

SEISMIC = 1.33 KIPS

IMPACT (LR) = NA

ROOF LATERAL SHEAR FORCES


SEISMIC = 1.0 KIPS

IMPACT (LR) = NA

DIAPHRAGM CHORD FORCES


SEISMIC = 2.73 KIPS

IMPACT (LR) = 3.85 KIPS


EXTREM

E WIND= 20.64 KIPS

SEISMIC

= 4.34 KIPS

IMPACT (LR)

= 4.80 KIPS


EXTREM

E WIND= 15.6 KIPS

SEISMIC

= 3.60 KIPS

IMPACT (LR)

= 4.80 KIPS


EXTREM

E WIND= 12.24 KIPS

SEISMIC

= 2.68 KIPS

MAXIMUM SNOW DRIFT




SEISMIC = 12.34 KIPS








SEISMIC = 3.60 KIPS



EXTREM

E WIND= 56.25 KIPS

SEISMIC

= 13.71 KIPS

IMPACT (LR)

= 16.14 KIPS


EXTREM

E WIND= 49.6 KIPS

SEISMIC

= 11.41 KIPS

IMPACT (LR)

= 16.14 KIPS


EXTREM

E WIND= 12.24 KIPS

SEISMIC

= 2.68 KIPS











SEISMIC = 3.60 KIPS


NOTES:

1. VERIFY FINAL LOCATION OF ALL ROOF

PENETRATIONS AND HUNG EQUIPMENT.

2. REFER ARCHITECTURAL AND MECHANICAL

DRAWINGS FOR ADDITIONAL HANGING

LOADS NOT SHOWN.

3. FOR WALL PANEL DESIGN AND WALL

PANEL CONNECTIONS, THE PRECASTER

SHALL CONSIDER MAIN FRAME PRESSURES

FOR IN PLANE SHEAR AND AXIAL LOADS

CONCURRENT WITH COMPONENT AND

CLADDING OUT OF PLANE WIND

PRESSURES.

4. LR = ROOF LIVE LOADS.

MAXIMUM SNOW DRIFT


MAXIMUM SNOW DRIFT



EXTREM

E WIND= 68.73 KIPS

SEISMIC

= 10.63 KIPS

IMPACT (LR)

= 11.70 KIPS


EXTREM

E WIND= 40.0 KIPS

SEISMIC

= 9.12 KIPS

IMPACT (LR)

= 11.70 KIPS


EXTREM

E WIND= 9.13 KIPS

SEISMIC

= 2.00 KIPS

MAXIMUM SNOW DRIFT


MAXIMUM SNOW DRIFT


DIAPHRAGM SHEARS

EXTREME WIND LONG. = 102.44 KIPS

EXTREME WIND TRANS. = 97.3 KIPS

SEISMIC = 22.4 KIPS

IMPACT (LR) TRANS = 31.6 KIPS

BALANCED SNOW LOAD

Pb = 20 PSF



SEISMIC = 1.94 KIPS




SEISMIC = 1.61 KIPS




SEISMIC = 2.73 KIPS


3'-4" 3'-4"

3'-4"

3'-4"

3'-4"

27'-9"

1AS1.2

______

1

a=4'-

6"

a

a

a

a

a

ROOF

ZONE 1

ROOF

ZONE 2

ROOF

ZONE 3

PARAPET

ZONE 5+3

PARAPET

ZONE 4+3

WALL

ZONE 5

565 PLF (IMPACT LR)

780 PLF (IMPACT LR)

NOTE:

PRECAST MANUF. TO DESIGN

PANELS TO TAKE INDICATED

LOADS APPLIED BETWEEN

ELEVATIONS 111'-7" AND

112'-7" (INCLUSIVE)

1

1

Kirkpatrick Forest Curtis PCStructural Engineering

525 Central Park Drive, Suite 202Oklahoma City, OK 73105Telephone: 405.528.4596Fax: 405.528.4580

KS CA #E-1496, EXP. 12/31/20

engineering

Seal:

Revisions:

Project #:

Date:

Sheet Title:

Drawn By:

Checked By:

© 2

019 S

CH

ULT

Z S

QU

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ITE

CT

S, LLC

SCHULTZ

ARCHITECTS, LLC

2

1999 North Amidon, Suite 373

Wichita, Kansas 67203

Phone: 316-425-7745

[email protected]

[email protected]

7/1

1/2

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9 2

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18165

6-17-2019

LOADING PLANS

CJC

LEC

S1.2

NO

RT

H

SCALE: 1/8" = 1'-0"S1.2

1 LOAD PLAN

SCALE: NONES1.2

2 COMPONENT AND CLADDING ISOMETRIC

SCALE: 1" = 1'-0"S1.2

1APANEL IMPACT LOADS(SOUTH WALL ONLY)

No. Description Date

1 BID REVISION 07-11-19

1. FOUNDATION AND SLAB SUBGRADE SHALL BE PREPARED ASOUTLINED IN THE STRUCTURAL GENERAL NOTES.

2. REFERENCE ELEVATION OF 100'-0" EQUALS THE EXISTING FIRST FINISHED FLOOR DATUM ELEVATION OF 1399.75 FEET.

3. EXCEPT WHERE SHOWN OTHERWISE, NEW SLABS-ON-GRADE SHALL BE 4" THICK CONCRETE REINFORCED WITH #4 BARS AT 12" ON CENTER EACH WAY OVER A 4" GRANULAR BASE COURSE AS OUTLINED IN THE GENERAL NOTES. REINFORCING BARS SHALL BE PLACED 1 1/2" CLEAR FROM TOP OF SLAB USING CHAIRS OR SLAB BOLSTERS COMPLYING WITH CRSI'S "MANUAL OF STANDARDPRACTICE".

4. SLABS-ON-GRADE SHALL BE WATER CURED FOR A MINIMUM OF 7 DAYS BY PONDING, SPRAYING, SPRINKLING OR BY USE OF SATURATED COVERINGS. THE USE OF CURING COMPOUNDS FOR SLABS-ON-GRADE IS PROHIBITED.

5. SAWED JOINTS (SJ) AND REQUIRED CONSTRUCTION JOINTS (CJ) ARE SHOWN ON THE DRAWINGS. AT THE CONTRACTOR'S OPTION, ADDITIONAL DOWELED CONSTRUCTION JOINTS MAY BE PLACED AT LOCATIONS INDICATED TO BE SAWED.

6. INDICATES (2)#4 BARSx4'-0" TO BE PLACED IN SLAB-ON-GRADEAT ALL RE-ENTRANT SLAB EDGE CORNERS AND

CONSTRUCTION JOINT CORNERS. RE-ENTRANT CORNERS ARE DEFINED AS INTERIOR CORNERS WHERE JOINTS DO NOT OCCUR IN BOTH DIRECTIONS. SIMILAR BARS SHALL BE PLACED AT ANY DISCONTINUOUS ENDS OF SAWED JOINTS OR CONSTRUCTION JOINTS AND AT OPENINGS AND CORNERS OF CMU WALLS.

7. REFER MECHANICAL FOR ADDITIONAL FLOOR DRAIN (F.D.) INFORMATION.

8. REFER SHEET S1.4 FOR COLUMN ANCHOR ROD AND BASE PLATE INFORMATION.

FOUNDATION PLAN NOTES:

5S5.1

______

6S5.1

______

1S5.1

______

2S5.1

______

1S5.1

______

2S5.1

______

3S5.1

______ELEV.= 100'-0"

FINISHED FLOOR

4" CONC. SLAB W/ #4 AT 12" O.C.

EA. WAY OVER VAPOR BARRIER OVER

4" GRANULAR BASE OVER 1'-0" LVC

OVER GENERAL STRUCTURAL FILL

S.J. TYP. U.N.O.

11'-6" 11'-6" 11'-6" 11'-6" 8'-0"

12'-0"

10'-4"

10'-4"

10'-4"

S.J. TYP. U.N.O.

45'-0"

(FIELD VERIFY)

10'-0" 1'-0"

43'-0"

1'-0"

56'-0"

45'-0"

4'-6"

1'-9"

1'-0"

1'-9"

4'-6"

1'-9"

1'-0"

1'-9"

4'-6"

1'-9"

1'-0"

1'-9"

4'-6"

1'-9"

1'-0"

1'-9"

F.D.

1'-0" 7'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-0"

1'-0"

8'-0"

7'-6"

10'-0"

10'-0"

10'-0"

7'-6"

1'-0"

7'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-0" 8'-0" 1'-0"

5S5.1

______

S.J.

S.J.

4S5.1

______

PANEL SPACING

ELEV.= 96'-2"

T.O. FOOTING

FOOTING

TRANSITION

REFER

7/S5.1

ELEV.= 98'-0"

T.O. FOOTING

PANEL SPACING

7'-6"

7'-6"

10'-0"

10'-0"

10'-0"

PANEL SPACING

DO NOT CONNECT

RETAINING WALL TO

SHELTER WALL OR

FOOTING

PANEL SPACING

FOOTING TRANSITION

REFER 7/S5.1

ELEV.= 96'-2"

T.O. FOOTING

9'-4"

3'-4"

2'-4"

21'-6"

6'-4"

2'-2"1

S5.2

______

2S5.2

______2S5.2

______

O.H.

3S5.2

______

(2) #4 CHORD

REINF. BARS,

TYP. AT

PERIMETER

1'-0"

48'-0" 8'-0"

1'-0"

1'-0"

_____S2.1

2

IF ALT. IS

ACCEPTED

DO NOT CONNECT FOOTING

OR TURN DOWN SLAB TO

SHELTER FOOTING

DO NOT CONNECT FOOTING

OR TURN DOWN SLAB TO

SHELTER FOOTING

EXISTING BUILDING TO REMAIN

(2)

#4x2'-6"x2'-6"

CORNER BARS,

TYP.4

S5.2

______

3 7/8"

22'-4 3/4"

FIELD VERIFY

10'-0"

8'-6 7/8"3 7/8"

1'-7"

1'-2"

1'-9"

4S5.1

______ 1S5.2

______

2S5.2

______

8'-0" 1'-0"

5S5.1

______

S.J.

S.J.

2S5.2

______

O.H.

EXISTING BUILDING

F1

F1

5S5.2

______

HSS4X4X1/4 /A

HSS4X4X1/4 /A

2'-0"

2'-3"

2'-0"

2'-3"

8S5.1

______

1

A

B

5 1/8"

18'-0"

3'-11 5/8"

FIELD VERIFY

10'-0"

10'-0"

5 1/8"

1'-4 3/8"

1'-2"

1'-8"

2'-6"

C4, TYP. (4

LOCATIONS)

LEGEND:

HSS4x4x

1/4/A

COLUMN SIZE

BASE PLATE TYPE

F1FOOTING TYPE

Kirkpatrick Forest Curtis PCStructural Engineering

525 Central Park Drive, Suite 202Oklahoma City, OK 73105Telephone: 405.528.4596Fax: 405.528.4580

KS CA #E-1496, EXP. 12/31/20

engineering

Seal:

Revisions:

Project #:

Date:

Sheet Title:

Drawn By:

Checked By:

© 2

019 S

CH

ULT

Z S

QU

AR

ED

AR

CH

ITE

CT

S, LLC

SCHULTZ

ARCHITECTS, LLC

2

1999 North Amidon, Suite 373

Wichita, Kansas 67203

Phone: 316-425-7745

[email protected]

[email protected]

7/1

1/2

01

9 2

:48

:20 P

M

LIN

CO

LN

JR

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HS

FE

MA

SA

FE

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OM

AD

DIT

ION

US

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18165

6-17-2019

FOUNDATION

PLAN

CJC

LEC

S2.1

NO

RT

H

SCALE: 1/8" = 1'-0"S2.1

1 FOUNDATION PLAN

NO

RT

H

SCALE: 1/8" = 1'-0"S2.1

2 FOUNDATION PLAN-ALTERNATE

COLUMN FOOTING SCHEDULE ALTERNATE

MARK LENGTH WIDTH THICKNESS Reinforcement

F1 2'-0" 2'-3" 2'-0" (3) #4 EW TOP AND BOT.


1 BID REVISION 07-11-19

1

STOR103

TLT104

ADA TLT105

WRESTLING106

VESTIBULE102

CORRIDOR101

VESTIBULE100

A

A

A

A

A

A

A

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

XA

XAXA

XA

A

A

A

A

B

B

C

C

XA

E E

E

EE

E E

1 1

E

CE

HA-5

HA-7

HA-9(VIA CONTACTOR)

2

DD

DE

D

D

DD

B

B

B

3

3

E 1

1 1

GENERAL NOTES:1. ALL CIRCUITS INDICATED ON DRAWINGS SHALL BE 20A,

120V CIRCUITS WITH (2)-#12'S AND (1)-#12 G. IN 0.5"CONDUIT U.O.N.

2. LABEL ALL SNAP SWITCH COVERPLATES WITH THEPANEL AND CIRCUIT NUMBER.

3. REFER TO RELATED ARCHITECTURAL DRAWINGS FORRELATED INFORMATION.

4. REFER TO THE SPECIFICATIONS FOR DATA NOT ON THEDRAWINGS.

5. WALL MOUNTING HEIGHTS TO CENTERLINE OF DEVICEUNLESS OTHERWISE NOTED.

6. A GROUND CONDUCTOR SIZED PER N.E.C. ARTICLE 250IS REQUIRED IN ALL POWER, RECEPTACLE, ANDLIGHTING CIRCUITS. GROUND CONDUCTORS ARE NOTSHOWN ON DRAWINGS.

LOWER CASE LETTERS NEXT TO LIGHT FIXTURES INDICATE WHICH SWITCH THEY ARE CONTROLLED BY.

7.

L ICENSED

K A N S AS

#26948PROFESSIONA L EN

GIN

EER

AN HE LDSTAB

GROM

Seal:

Revisions:

Project #:Date:Sheet Title:

Drawn By:

Checked By:

© 2

019

SCH

ULT

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UAR

EDAR

CH

ITEC

TS, L

LC

SCHULTZ ARCHITECTS, LLC

2

1999 North Amidon, Suite 373Wichita, Kansas 67203

Phone: 316-425-7745

[email protected]@SCHULTZSQUARED.COM

7/10

/201

9 11

:22:

13 A

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USD

298

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LS70

1 EA

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TREE

TLI

NC

OLN

, KAN

SAS

1816506-13-19FIRST FLOORPLAN - LIGHTING

MHDR

E3.1

Proj

ect S

tatu

s NORTH

E3.1 PLAN NOTES1 MOUNT TO BOTTOM OF BEAM.2 EXISTING FIXTURE SHALL BE REMOVED BACK TO

ORIGINAL POINT OF ORIGINTION.3 FIXTURE SHALL BE MOUNTED TO THE BOTTOM OF

SUPPORTS.

SCALE: 1/4" = 1'-0"

FIRST FLOOR PLAN - LIGHTINGA

#

ALL BOXES LOCATED IN THE PRECAST WALLS SHALL BE RECESSED. ALL CONDUIT THAN RUNS PERPENDICULAR TO THE DOUBLE TEES SHALL BE WALL MOUNTED AND RUN TIGHT TO THE TEE STEMS. OVERLAP OF EXPOSE CONDUIT SHALL BE KEPT TO A MINIMUM.

PENETRATIONS THROUGH THE STORM SHELTER ENVELOPE LARGER THAN 3-1/2 SQUARE INCHES OR 2-1/2" INCHES FOR SYSTEMS AND UTILITIES INSTALLED FOR ANY PURPOSE, SHALL BE CONSIDERED OPENINGS AND SHALL BE PROTECTED. REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFORMATION.


1 BIDREVISIONS

2019-07-10