Fargo_PO_Floor_Infill_100__Drawings.pdf

PDF 884 KB Posted Oct 19, 2018

Attached to: Infill floor openings
Solicitation number: 47PJ0019Q0001
Issued by: General Services Administration Public Buildings Service Region 8

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File	Type	Posted
RESPONSE_TO_QUESTIONS_11_9_18.pdf	PDF	Nov 9, 2018
solicitation_-_USPS_floor_infill.pdf	PDF	Oct 19, 2018
Fargo_PO_Floor_Infill_100__Specs.pdf	PDF	Oct 19, 2018
USR_v2.1_6.8.18.pdf	PDF	Oct 19, 2018

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1) CODES AND STANDARDS:

1A) GENERAL DESIGN

- INTERNATIONAL BUILDING CODE 2015

2) SEISMIC LOADS

- SEISMIC DESIGN CATEGORY = A

- RISK CATEGORY = II

- EARTHQUAKE IMPORTANCE FACTOR, le = 1.00

- MAPPED SPECTRAL RESPONSE ACCELERATION, Ss = 5.40 %g

- MAPPED SPECTRAL RESPONSE ACCELERATION, S1 = 2.00 %g

- DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.057

- DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.032

- SOIL SITE CLASS = D

3) GRAVITY LOADS

3A) DEAD LOAD: SELF WEIGHT

3B) LIVE LOAD: 125 PSF AT FLOOR INFILLS (INCLUDING FLOORING)

1) GENERAL:

1A) ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS “CONTRACTOR’S ENGINEER”, “MECHANICAL ENGINEER”, ETC.

2) EXISTING STRUCTURES:

2A) CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION

AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN.

2B) DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT

KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE

ENGINEER OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE:

- SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN

- DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS

- CONDITIONS OF INSTABILITY OR LACK OF SUPPORT

- ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD

2C)CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING

SHOP DRAWINGS.

2D)CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE

CONSTRUCTION SCHEDULE.

3) USE OF DRAWINGS:

3A) DO NOT SCALE DRAWINGS.

3B) DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

3C)DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE

SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT.

3D)WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, AND GENERAL NOTES THE MORE

STRINGENT REQUIREMENTS SHALL

4) SUBMITTALS AND SUBSTITUTIONS:

4A) SUBMITTALS:

- IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE

APPROVED AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC.

FOR MAKING THE CHANGE.

- CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS

- ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO

PREPARE THE SUBMITTAL

4B) SUBSTITUTIONS: ENGINEER’S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS

4C)NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ENGINEER FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR DESIGNING

THE REPAIR.

5) OSHA STANDARDS:

5A) THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO

COMPLY WITH ALL OSHA REQUIREMENTS.

6) CONSTRUCTION ENGINEERING:

6A) THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING

MAY INCLUDE, BUT IS NOT LIMITED TO:

- DESIGN OF CONCRETE MIXES

- WELD PROCEDURES

- SURVEYING TO VERIFY CONSTRUCTION TOLERANCES

- EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND

MATERIALS

- STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS

1) GENERAL:

1A) ALL WORK SHALL CONFORM WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT

SPECIFICATIONS.

1B) DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, PROJECT SPECIFICATIONS, AND ACI PUBLICATION

SP-66 (2004): “ACI DETAILING MANUAL”

2) REINFORCING MATERIALS:

2A) ASTM A615 GRADE 60

3) REINFORCING FABRICATION:

3A) SPLICES:

- NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS

CONTINUOUS AROUND CORNERS WHERE DETAIL NOT PROVIDED. WHERE PERMITTED, SPLICES MAY BE

MADE BY CONTACT LAPS.

- SEE DETAILS HEREIN FOR LAP LENGTHS.

3B) MISCELLANEOUS REINFORCING REQUIREMENTS:

- PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING

CONCRETE PLACEMENT.

- MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR’S SHOP UNLESS NOTED.

- NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED,

PERFORM WELDING IN ACCORDANCE WITH AWS D1.4-2011.

4) STRUCTURAL CONCRETE MIX REQUIREMENTS:

4A) 28 DAY COMPRESSIVE STRENGTH, f’c = 4,000 PSI MIN

4B) MAX WATER/CEMENT RATIO = 0.4

4C) NORMAL WEIGHT CONCRETE

4D) MAX AGGREGATE SIZE = 3/4"

5) PLACING REINFORCEMENT:

5A) REINFORCEMENT PROTECTION:

- SEE DETAILS HEREIN FOR COVER REQUIREMENTS

- SEE ACI 117-10 FOR REINFORCEMENT PLACING TOLERANCES

5B) PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. “STABBING” INTO

PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED.

1) PERSONNEL REQUIREMENTS:

1A) THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. SUBMIT DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS

HAVE PASSED THE TRAINING COURSE PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.

2) INSTALLATION REQUIREMENTS:

2A) ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PRINTED

INSTALLATION INSTRUCTIONS AND PER MANUFACTURER'S ON-SITE TRAINING.

2B) ALL ADHESIVE ANCHORS AND ADHESIVE ANCHORED REINFORCEMENT DESIGNS ARE FOR

INSTALLATION IN THE FOLLOWING CONDITIONS, UNLESS NOTED OTHERWISE. WRITTEN APPROVAL MUST

BE RECEIVED FROM ENGINEER PRIOR TO INSTALLATION IN ALTERNATE CONDITIONS.

- DRY CONCRETE, UNLESS NOTED OTHERWISE.

- CONCRETE TEMPERATURE AT TIME OF INSTALLATION THROUGH CURE TIME MUST BE WITHIN THE TEMPERATURE RANGE SPECIFIED IN MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION FOR

ADHESIVE GEL AND CURE TIMES.

- ANCHOR HOLES TO BE HAMMER DRILLED AND CLEANED.

- CONCRETE MUST BE AT LEAST 21 DAYS OLD BEFORE INSTALLATION OF ANCHORS.

- HOLES TO BE CLEANED AND PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED

INSTALLATION INSTRUCTIONS AND EVALUATION REPORT PRIOR TO ADHESIVE INJECTION.

2C)THE POSITION OF EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL BE LOCATED PRIOR TO INSTALLING POST INSTALLED ANCHORS OR REINFORCEMENT. EXISTING REINFORCEMENT SHALL BE LOCATED USING A SCANNER, GPR, X-RAY, CHIPPING OR OTHER MEANS. DO NOT DAMAGE OR

CUT EXISTING REINFORCEMENT.

3) SUBSTITUTION REQUESTS:

3A) SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS AND PRODUCT DATA DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS IN COMPLIANCE WITH THE RELEVANT BUILDING CODES, LOAD RESISTANCE, INSTALLATION CATEGORY, CREEP APPROVAL, IN-SERVICE

TEMPERATURE AND INSTALLATION TEMPERATURE OF THE SPECIFIED PRODUCT.

CONCRETE SLAB

FLOOR FINISH TO

MATCH EXISTING,

COORDINATE WITH

OWNER

EXISTING

ELEVATED

SLAB

#4 BARS @12"OC

EACH WAY, BOTTOM

MAT IN SHORT

DIRECTION

4" M

EXISTING

EXTERIOR WALL

EXISTING STEEL

FRAMING

EXISTING LEDGER

SEE NOTE 1

APPLY BACKER

ROD AND SILICONE

SEALANT ALONG

FULL PERIMETER

OF INFILL 1/2"

6'-0" ±

C O

V E

R 3/

NOTES:

1. CLEAN EXISTING STEEL AT CONCRETE INFILL AND COAT WITH A RUST INHIBITIVE PRIMER

ROUGHEN

SURFACE TO ±

1/4" AMPLITUDE

AND SLOPE

INWARD 2:1,

TYPICAL, DO

NOT DAMAGE

REINFORCING

FLOOR FINISH TO MATCH

EXISTING, COORDINATE

WITH OWNER

EXISTING WAFFLE SLAB

ELEVATED CONCRETE

SLAB FINISH LEVEL

WITH EXISTING TOP

OF SLAB

#4 BARS @12"ON

CENTER EACH WAY,

LAP 24" MINIMUM

8" M

EXISTING

WAFFLE SLAB

DRILL AND

EPOXY 4" MIN

INTO EXISTING

SLAB WITH HILTI

HIT-RE-500V3

ADHESIVE

C O

V E

R 1"

5'-4" ±

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REGISTRATION:

interior design

711 N. CASCADE AVENUE

TELEPHONE: (719) 667-1972

COLORADO SPRINGS, CO 80903

SUITE 100

D E S I G N EDGE

SHEET NO.

SHEET TITLE:

PROJECT NO.

DRAWN BY:

CHECKED BY:

PRINT DATE:

ISSUE DATES:

U.S. General Services Administration

PROPERTY OF THE UNITED STATES

GOVERNMENT.

FOR OFFICIAL USE ONLY.

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO

LONGER NEEDED.

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NOTES AND DETAILS

DESIGN CRITERIAGENERAL NOTES

CONCRETE NOTES

POST-INSTALLED ANCHOR NOTES

1" = 1'-0"1 FLOOR INFILL

3/4" = 1'-0"2 WAFFLE SLAB INFILL

NO. ISSUE DATE

0 100% FINAL CD'S 09-14-2018

RAMP

DNUP

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D N

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LOADING DOCK

M a rt in

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DENVER, COLORADO 80209

TELEPHONE: (303) 260-7277

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architecture

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REGISTRATION:

interior design

711 N. CASCADE AVENUE

TELEPHONE: (719) 667-1972

COLORADO SPRINGS, CO 80903

SUITE 100

D E S I G N EDGE

SHEET NO.

SHEET TITLE:

PROJECT NO.

DRAWN BY:

CHECKED BY:

PRINT DATE:

ISSUE DATES:

U.S. General Services Administration

PROPERTY OF THE UNITED STATES

GOVERNMENT.

FOR OFFICIAL USE ONLY.

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO

LONGER NEEDED.

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1ST FLOOR INFILL PLAN

NORTH

1/16" = 1'-0"

GROUND FLOOR INFILL PLAN

M a rt in

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T h e u se o f el e ct ro ni ca lly t ra ns m itt e d d ra w in gs is c o n si d er e d to b e a t yo ur o w n r is k.

M ar tin /M ar tin

In c.

T h e re ci p ie n t o f t h is f ile a g re e s th at t he in fo rm a tio n m a y n o t b e tr an sf er re d to a ny o th e r p ar ty

M M

J O

A L:

D E

N E

R S

A T

E P

T E

E P

A T

E O

P R

C T

M A

N A

G E

DENVER, COLORADO 80209

TELEPHONE: (303) 260-7277

482 S. BROADWAY

architecture

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REGISTRATION:

interior design

711 N. CASCADE AVENUE

TELEPHONE: (719) 667-1972

COLORADO SPRINGS, CO 80903

SUITE 100

D E S I G N EDGE

SHEET NO.

SHEET TITLE:

PROJECT NO.

DRAWN BY:

CHECKED BY:

PRINT DATE:

ISSUE DATES:

U.S. General Services Administration

PROPERTY OF THE UNITED STATES

GOVERNMENT.

FOR OFFICIAL USE ONLY.

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO

LONGER NEEDED.

:5 6:

M G

:\P R

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2n d

A ve

N or th , F ar go

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PARTIAL PLANS

1/8" = 1'-0"

GROUND FLOOR INFILL PLAN WEST

1/8" = 1'-0"

GROUND FLOOR INFILL PLAN EAST

NORTH

18.0785.S.01-GSA Floor Infill-100% CDs 09-14-2018.pdf

Sheets

S0 - NOTES AND DETAILS

S1 - 1ST FLOOR INFILL PLAN

S2 - PARTIAL PLANS

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