Addendum No: 1...ALT. ALTERNATE ARCH. ARCHITECT(URAL) B B.S. BOTH SIDES BBE. BOTTOM BEAM ELEVATION BLKG. BLOCKING BLDG. BUILDING BM. BEAM BOT. BOTTOM BRG. BEARING BSMT. BASEMENT BTWN

Purchasing Services Post Office Box 2570

Waco, Texas 76702-2570 Phone: 254 / 750-8405

Fax: 254 / 750-8063 [email protected]

CITY OF WACO www.waco-texas.com

Date: 10/4/2018 RFP No: 2018-053 Commodity: Cameron Park Zoo Entrance Modifications Buyer: Kasey Gamblin

Closing Time: Part A, 2:00 P.M. CST, October 11, 2018 Closing Time: Part B, 2:00 P.M. CST, October 12, 2018

Opening Time: Part A & B, 2:01 P.M. CST, October 12, 2018

Proposal Opening Location: Operations Center, Purchasing Services Office, 1415 N. 4th St., Waco, TX 76707

______________________________________________________ Addendum No: 1

The above-mentioned Proposal invitation has been changed in the following manner. Sign and return addendum to the Purchasing Office by the closing time and date with your RFP response. Returning this page signed by your authorized agent will serve to acknowledge this change. All other requirements of the invitation remain unchanged. If you have any questions, please call or stop by the Purchasing Office at the above address.

Additional Drawings S1.0, S2.0 and S3.0

PLEASE SEE THE FOLLOWING PAGES BELOW

Firm:_____________________________________________________________________________________ Address___________________________________________________________________________________ Signature of Person Authorized to Sign Proposal:______________________________________________________________________ Signor's Name and Title (print or type):_____________________________________________________________________________ E-mail Address:____________________________________________________________________________ Date:____________________Telephone:___________________________Fax:_________________________

RFP 2018-053 Cameron Park Zoo Entrance Modifications

1 of 5

Page 1 of 1

Project: Entry Building Renovations RA# 1801 Owner: Cameron Park Zoo, City of Waco 1701 N 4th St Waco, TX 76707 Architect: Reliance Architecture, LLC 1306 Barrington Dr. Austin, TX 78753 Date of Issuance: October 3, 2018 Addendum to the Drawings and Project Manual dated April 16, 2018.

The Contract Documents previously issued for bidding, as referenced above, shall be amended, revised, supplemented, clarified and/or extended by the following information, and this information shall be considered to be a part of the Drawings and Project Manual, as thought it had been issued at the same time and incorporated integrally with such Drawings and Project Manual. Where provisions of the following information differ from those of the original Contract Documents, this addendum shall govern and take precedence. The drawings for the work within this Project shall be designated with letters as follows: A – Architectural; C – Civil; QF – Food Service; TE – Theatrical; S – Structural; T – Technology; M – Mechanical; P – Plumbing; E - Electrical Example: AR.1, Architectural Revision Sheet Number 1 This shall be used whenever referring to the work for this project.

Item 1. S1.0 - PROJECT VIEW & GENERAL NOTES

A. Add this sheet and include in its entirety to the contract documents. Item 2. S2.0 - SECOND FLOOR & ROOF FRAMING PLANS

A. Add this sheet and include in its entirety to the contract documents. ITEM 3. S3.0 - FRAMING DETAILS

A. Add this sheet and include in its entirety to the contract documents.

S1.0 S2.0 S3.0

October 3, 2018

August 21, 2018.


2 of 5

USE AND/OR RELEASE OF STRUCTURAL ENGINEERING ELECTRONIC FILE.THE ELECTRONIC FILES FOR THE STRUCTURAL ENGINEERING DOCUMENTS WILL NOT BE RELEASED FOR USE DURING CONSTRUCTION OR FOR THE PREPARATION OF SHOP DRAWINGS OR SUBMITTALS. EACH SUPPLIER OR FABRICATOR IS RESPONSIBLE FOR REPRODUCING THE INFORMATION REQUIRED FOR THEIR SUBMITTAL. THE DUPLICATING OF ANY PART OF THESE DOCUMENTS FOR INCLUSION IN SHOP DRAWINGS OR SUBMITTALS IS ALSO PROHIBITED

STRUCTURAL REQUIREMENTS FOR SUBMITTALSTHE FOLLOWING ARE SUBMITTALS REQUIRED BY ENGINEER. USE PLANS AND SPEC BOOK FOR PRODUCT LIST.

1. ANCHOR BOLTS. 2 STRUCTURAL STEEL

STRUCTURAL STEEL1. STRUCTURAL STEEL DESIGN AND CONSTRUCTION SHALL CONFORM TO IBC CHAPTER 22, - GENERAL DESIGN REQUIREMENTS, ALL STEEL SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.2. ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST AMERICAN WELDING SOCIETY SPECIFICATIONS. 3. ALL STRUCTURAL STEEL SHALL BE ASTM A992.4. ALL BOLTS SHALL BE ASTM A307.5. ALL STEEL TO BE GIVEN ONE SHOP COAT OF RUST INHIBITIVE PRIMER, AFTER FABRICATION.6. STRUCTURAL STEEL SUPPLIER IS RESPONSIBLE FOR & SHALL SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL STEEL.7. STRUCTURAL STEEL SUPPLIER SHALL FURNISH BOLTS FOR OSHA CONNECTIONS (SEE DRAWINGS FOR DETAILS).8. PROVIDE PROTECTIVE ASPHALTIC COATING OR EQUAL AROUND STRUCTURAL STEEL BELOW GRADE.

STEEL MATERIAL PROPERTIES1. STEEL PROPERTIES : FY,PSI ASTM

A. STRUCTURAL WIDE FLANGE SHAPES . . . . . 50,000 A992B. OTHER STRUCT. SHAPES, ETC. . . . . . . . . 36,000 A36C. HIGH STRENGTH BOLTS, U.N.O. . . . . . . . . 74,000 A325D. ANCHOR BOLTS (TENSILE STRENGTH) . . . . 60,000 A307E. WELDING ELECTRODES . . . . . . . . . . . . . E70XX A233F. DECK WELDING ELECTRODES . . . . . . . . E60XX A233G. STRUCTURAL PIPES . . . . . . . . . . . . . . . . 36,000 A53, GRADE BH. STRUCTURAL TUBES . . . . . . . . . . . . . . . . 46,000 A500, GRADE BI. HEADED STUDS . . . . . . . . . . . . . . . . . 50,000 A108

STRUCTURAL REQUIREMENTS FOR SITE VISITS.SITE VISITS FOR CONSTRUCTION OBSERVATION WILL NOT BE MADE BY ENGINEER UNTIL ALL SUBMITTALS AND OR TESTING RESULTS HAVE BEEN REVIEWED AND ACCEPTED BY THE ENGINEER. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING SUBMITTALS TO ALLOW THE ENGINEER ADEQUATE TIME TO REVIEW AND COMMENT BEFORE PROCEEDING WITH CONSTRUCTION.

REPRESENTATIVE OF KINGSSE WILL VISIT THE SITE AT THE FOLLOWING STAGES OF CONSTRUCTION:

A. AFTER STEEL IS ERECTED BUT PRIOR TO COVERING WITH OTHER MATERIALS.

PLEASE REFER TO SPECIFICATIONS OR GENERAL NOTES FOR PROJECT SPECIFIC INSTRUCTIONS.

CONTRACTOR SHALL ISSUE TO THE ENGINEER A COMPLETE PROJECT SCHEDULE WITH THE ABOVE SITE VISIT NOTED AND NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO THE SCHEDULED VISIT TO CONFIRM TIME AND DATE OF REQUIRED VISIT. FAILURE OF THE CONTRACTOR TO ACCOMPLISH THIS NOTIFICATION WILL NOT REQUIRE THE ENGINEER TO RESPOND ON SHORTER NOTICE, NOR WILL THE CONTRACTOR PROCEED WITHOUT THE ENGINEER PERFORMING APPROPRIATE SITE VISIT. ADDITIONALLY IF THE CONTRACTOR REQUESTS OR SCHEDULES A SITE VISIT AND CONSTRUCTION IS NOT AT THE APPROPRIATE STAGE FOR THE ENGINEER TO PERFORM THE PROPER OBSERVATIONS, ANOTHER SITE VISIT WILL BE REQUIRED AND SCHEDULED AT THE CONTRACTOR EXPENSE FOR ALL TIME AND TRAVEL EXPENSES OF THE ENGINEER OR HIS REPRESENTATIVE. ENGINEER WILL NOT ISSUE ANY TYPE OR FORM OF COMPLIANCE OR CONCURRENCE STATEMENT FOR CONSTRUCTION WITHOUT PERFORMING THE ABOVE NOTED SITE OBSERVATIONS.

DESIGN DATA

A. BUILDING CODE1. INTERNATIONAL BUILDING CODE 2015 EDITION WITH CITY OF WACO AMENDMENTS.

B. DESIGN LOADS

1. WIND LOAD EXPOSURE BDESIGN WIND SPEED 115 MPH

2. ROOF LOADS LIVE LOAD (L.L.) 20 PSF**DEAD LOAD (DESIGN) (D.L.) 20 PSF

3. SEISMIC ZONE 0 * REDUCED PER I.B.C. SEC. 1607.9 ** REDUCED PER I.B.C. SEC. 1605.3

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL COORDINATE ALL STRUCTURAL PLANS AND DETAILS WITH THE ARCHITECT BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.

THE STRUCTURAL SYSTEMS OF THE FLOOR AND ROOF ARE DESIGNED TO PERFORM AS A COMPLETE UNIT. DURING DEMOLITION AND REPAIR OF THESE STRUCTURES, STRUCTURAL COMPONENTS MAY BE UNSTABLE AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY SHORING AND/OR BRACING AS REQUIRED FOR THE STABILITY OF THE INCOMPLETE STRUCTURE AND FOR THE SAFETY OF ALL ON-SITE PERSONNEL.

C. ALTERNATE DESIGNSALTERNATE STRUCTURAL SYSTEMS & DETAILS WILL ONLY BE CONSIDERED PROVIDED THEY ARE SUBMITTED WITH CALCULATIONS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. THE CALCULATIONS MUST SHOW THE EQUIVALENCY OF THE ALTERNATE & ACCEPTANCE OF THE ALTERNATE BY THE ENGINEER MUST BE IN WRITING.

D. FUTURE EXPANSION THIS PROJECT IS NOT DESIGNED FOR FUTURE EXPANSION.

E. ROOF SLOPE THE ROOF HAS NOT BEEN DESIGNED FOR PONDING BASED ON A ROOF SLOPE OF 8" PER FOOT.

F. CONTRACTOR TO VERIFY ALL CONDITIONS AT THE JOBSITE AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO START OF ANY CONSTRUCTION.

WOOD FRAMING:1. ALL BOLTS SHALL BE ASTM A-307. 2. ALL BEAM FRAMING LUMBER SHALL BE NO.1 GRADE SOUTHERN PINE KILN-DRIED OR BETTER. ALL COLUMN LUMBER SHALL BE NO. 1 DOUGLAS FIR KILN- DRIED OR BETTER. 3. ALL WOOD CONNECTOR AND HANGERS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE CO. OR EQUAL. 4. ALL CONNECTORS OR HANGERS FOR PRESSURE TREATED MATERIAL SHALL BE STAINLESS STEEL. 5. ALL WOOD FRAMING SHALL BE #2 SOUTHERN YELLOW PINE OR BETTER.

DETAILS NOTESDETAILS NOTED AS TYPICAL SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE.

I.

II

III

IV.

V.

VI.

VII.

STRUCTURAL NOTES DRAWING SYMBOLS

ABBREVIATIONS

DRAWING INDEX

AA.B. ANCHOR BOLTALT. ALTERNATEARCH. ARCHITECT(URAL)

BB.S. BOTH SIDESBBE. BOTTOM BEAM ELEVATIONBLKG. BLOCKINGBLDG. BUILDINGBM. BEAMBOT. BOTTOMBRG. BEARINGBSMT. BASEMENTBTWN. BETWEENBLK BLOCK

CC.J. CONTROL JOINTCL CENTER LINECLR. CLEAR(ANCE)C.M.U. CONCRETE MASONRY UNITC.B. CONCRETE BLOCKCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONST. CONSTRUCTIONCONT. CONTINUOUSC.I.P. CAST IN PLACECOMP COMPOSITE

DDET. DETAILDIA. DIAMETERDIAG. DIAGONALDN. DOWNDWG. DRAWINGDBL. DOUBLED.L. DEAD LOADDO DITTO

EE EASTEA. EACHE.S. EACH SIDEELEV. ELEVATIONEQ. EQUALEXIST. EXISTINGEXP. EXPANSIONEXT. EXTERIOR

FFD. FLOOR DRAINFDN. FOUNDATIONFTG. FOOTINGFUT. FUTUREF.S. FAR SIDEFAB. FABRICATE(OR)FLG. FLANGEF.O.B. FACE OF BRICK

GGA. GAGE, GAUGEGALV. GALVANIZEDG.C. GENERAL CONTRACTORG.B. GRADE BEAM

HH.C.A HEADED CONCRETE ANCHORHORIZ. HORIZONTALHT. HEIGHTH.S. HEADED STUDSHSS TUBE STEEL

IINFO. INFORMATIONI.F. INSIDE FACE

JJST. JOISTJT. JOINTJ/BRG JOIST BEARING

KK KIPK.B. KNEE BRACEK.O. KNOCK-OUTK.S.I. KIPS PER SQ. INCH

LLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALL.L. LIVE LOAD

MMIN. MINIMUMMAS. MASONRYMAX. MAXIMUMMANUF. MANUFACTURERMEZZ. MEZZANINEMISC. MISCELLANEOUSM.O. MASONRY OPENINGMATL. MATERIALMTL. METAL

NN NORTHNTS NOT TO SCALEN.S. NEAR SIDEN.I.C. NOT IN CONTRACT

OO.C. ON CENTER(S)O.S. OUTSIDEOPNG. OPENINGOPP. OPPOSITEO.F. OUTSIDE FACE

PP.C. PRECAST CONCRETEPERIM. PERIMETERP.J. PANEL JOINTPL PLATEPLF POUNDS PER LINEAR FOOTPMB PRE-ENGINEERED METAL BUILDINGPROJ. PROJECTIONPSF. POUNDS PER SQ. FOOTPSI. POUNDS PER SQ. INCHP T PRESSURE TREATED

QQTY. QUANTITY

RRAD. RADIUSR.D. ROOF DRAINREV. REVISION, REVISE(D)REINF. REINFORCE(D), (ING)REF. REFERENCEREQ'D. REQUIRED

SS SOUTHSCHED. SCHEDULESIM. SIMILARSQ. SQUARESTD. STANDARDSTL. STEELSTRUCT STRUCTURALSPA. SPACE(S)S.L. SNOW LOAD

TTEMP. TEMPORARYTYP. TYPICALT.O. TOP OFTBE. TOP OF BEAM ELEVATIONTDE. TOP OF DECK ELEVAIONTFE. TOP OF FOOTING ELEVATIONTSE. TOP OF SLAB ELEVATIONT&B TOP AND BOTTOMT&G TONGUE AND GROOVE

UUNEXC. UNEXCAVATEDU.N.O. UNLESS NOTED OTHERWISE

VVERT. VERTICAL

WW WESTW/ WITHW.P. WORK POINTW.W.F. WELDED WIRE FABRIC

EARTH/COMPACT FILL

WOOD BLOCKING

WELDED WIRE FABRIC

SPAN DIRECTION OFHOLLOW CORE SLABS

BEAM SPLICE LOCATIONS

BEAM MOMENT CONNECTIONM

MASONRY WALL

COLUMN GRID LINE & GRID DESIGNATIONSGRID DESIGNATION

SECTION CUTS

DETAIL TARGETSDETAIL NUMBERSHEET NUMBER

SECTION NUMBERSHEET NUMBER

REVISED AREA CLOUDEDREVISION NUMBER

0

0A

1A101 S1.0

SHEET NUMBERSECTION NUMBER

1

A101

ELEVATION TARGET S1.0

1A101 S1.0

REVISION CLOUDS

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PROJECT VIEW & GENERALNOTES

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S1.0 PROJECT VIEW & GENERAL NOTESS2.0 SECOND FLOOR & ROOF FRAMING PLANSS3.0 FRAMING DETAILS

No

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Date


3 of 5

A

B

2 3 4 5 6 71 8

47' - 5"

7' - 3" 4' - 11" 8' - 1" 6' - 11" 8' - 1" 4' - 11" 7' - 3"

10' -

9"

2S3.0

TYP.

NEW HSS 3x3x1/4 COLUMNCONNECTED TO EXISTINGCOLUMN IN RAILING(TYP U N O )

EXISTING RAILING

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

3 1/2"3 1/2"

1' - 6

"1'

- 6"

1S3.0

A

B

2 3 4 5 6 71 8

47' - 5"

7' - 3" 4' - 11" 8' - 1" 6' - 11" 8' - 1" 4' - 11" 7' - 3"

10' -

9"

HSS3X3X1/4

5' -

4 1/

2"5'

- 4

1/2"

13' -

9"

48' - 0"

6S3.0

6S3.0

3S3.0

TYP.

4S3.0

K.B.

K.B.

K.B.

K.B.

9S3.0

8S3.0

8S3.0

HSS3x3x3/16 RIDGE BEAM, TYP.

HSS3X3X1/4 HSS3X3X1/4HSS3X3X1/4 HSS3X3X1/4 HSS3X3X1/4 HSS3X3X1/4

HSS3X3X1/4 HSS3X3X1/4 HSS3X3X1/4 HSS3X3X1/4 HSS3X3X1/4 HSS3X3X1/4 HSS3X3X1/4

HSS3X3X1/4STUB COL.

HSS3X3X1/4STUB COL.

HSS3X3X1/4STUB COL.

HSS3X3X1/4STUB COL.

OF

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SECOND FLOOR & ROOFFRAMING PLANS

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1/4" = 1'-0"1

2nd Floor Framing Plan

1/4" = 1'-0"2

Roof Framing Plan

No

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4 of 5

HS

S3X

3X

1/4

2L3X3X1/4

HS

S3X

3X

1/4

2L3X3X1/4

S3.0

2

STANDING SEAM METAL ROOF DECK

S3.0

3

S3.0

4

S3.0

5

AB

T.O.S. = 20' 10 1/2"

T.O.EXIST. COL. = 16'-6"

T.O.S. = 24'-6"

T.O.S. = 22'-8 1/2"

REF. PLAN

PLAN

REF.

F.F.E. = 0'-0"

EXIST. COL.

PL3/8" x

TYP.

5 1/

2"

EXIST. COL.

COL. REF. PLAN

CUT EXIST. CAP PL AND INSTALL HSS2 1/2x2 1/2x 3/16 x 1'-0" SLEEVE

TYP.

MIN6"

COLUMN W/ 1/4" CAP PL. (REF. PLAN)

BEAM REF. PLAN

RAFTER REF. PLAN

STANDING SEAMMETAL ROOF DECK(REF. ARCH.)

2x NAILER W/ 3/8"Ø BOLTS @ 12" O.C.

REF. PLAN

3/16

3/16

PL1/4 @ 16" O.C.

PLAN VIEW

RIDGE TIE BEAM REF. PLAN

T & G DECKING REF.ARCH.

RIDGE TIE BEAM REF. PLAN

RAFTER REF. PLAN3/16

TYP.


STANDING SEAMMETAL ROOF DECK

RIDGE CAP REF. ARCH.

3/8" GUSSET PL

3/16

RAFTER REF. PLAN

1/4" SPACER PL.@ 16" O.C.

3/16

RAFTER REF. PLAN


3/8" x 4"


3/16

COL. REF. PLAN

BEAM REF. PLAN

RAFTER REF. PLAN



A

FLASHING BYOTHERS

1/8

CAP PL1/4x3 1/2" x 0'-

3/16TYP.

3/16TYP.

1' - 3

1/2"

BEAM REF. PLAN

RAFTER REF. PLAN



REF. PLAN

HSS3x3x1/4 x 0'-5 1/2"STUB COLUMN W/ 1/4"CAP PL.

3/16

3/16

EXIST. BRICK VENNER

BEAM REF. PLAN

RAFTER REF. PLAN

T.O.S. = 24'-6"

FLASHING BY OTHERS

RIDGE CAP REF. ARCH.

5"

3/16

1/4" SPACER PL@ 16"O.C. TYP.

4S3.0

SIM.

T.O.S. = 20'-10 1/2"

HSS3x3x1/4 x 0'-5 1/2"STUB COL.

3/16

BEAM REF. PLAN

COL. REF. PLAN

PL1/4 E.S. TYP.

EXIST. WALKWAY RAILING CAP STONE

T.O.S. = 20'-10 1/2"

3/16E.S. TYP.

3/16E.S. TYP.

1' - 11 1/4"

TYP. U

.N.O

.

2' - 5 1/2"

3/8" PL SPACER, TYP.

1' - 3"

3' - 0 1/2"

TEXAS STAR; MATCH EXIST.AT TICKET BOOTH BELOW

3/16TYP.

4' - 7 1/2"

3' -

5 1/

2"

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71-7

331

TBPE

Reg

istr

atio

n No

. F-1

3346

Sheet Name:

Sheet No.

Phase:100% CD

04/16/

18

AM PA

KIN

GS

SE

4/12

/201

8 6:

57:0

5 PM

\\Se

rver

2012

\Com

pany

\PRO

JECT

S-18

0000

\180

214

- Cam

eron

Par

k Zo

o En

try

Reno

vatio

n\Dr

awin

gs\1

8021

4 - C

amer

on P

ark

Zoo

Entr

y Re

nova

tion_

Str_

R17.

rvt

S3.0

FRAMING DETAILS

180214

CAM

ERO

N PA

RK Z

OO

ENT

RY R

ENO

VATI

ON

04/16/18

WAC

O /

MCL

ENN

AN C

OUN

TY,

TEXA

S

1/2" = 1'-0"1

FRAME ELEVATION

1" = 1'-0"2

SECTION 1" = 1'-0"

3SECTION

1" = 1'-0"4

SECTION

1" = 1'-0"5

SECTION 1" = 1'-0"

6SECTION

1" = 1'-0"7

SECTION

1" = 1'-0"8

SECTION 1" = 1'-0"

9KNIFE BRACE DETAIL

No

.D

escri

pti

on

Date


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