greenspoint elementary school addendum no. 3 owner: aldine ... · 2. owner move-in june 17, 2016....

Greenspoint Elementary School ADDENDUM NO. 3 Aldine Independent School District June 12, 2015

Houston, Texas

Owner: Aldine Independent School District

14910 Aldine Westfield Road

Houston, TX 77032

Architect: Morris Architects

1001 Fannin Street, Suite 300

Houston, TX 77002

Consulting Engineer: Schmitz Engineering group, LLC.

(Structural) 5629 Schumacher Ln.

Houston, TX 77057

Consulting Engineer: Stanton Engineers, Inc.

(Mechanical, 5629 Schumacher ln

Electrical, Plumbing) Houston, TX 77057

Consulting Engineer: Brooks & Sparks, Inc.

(Civil) 21020 Park Row

Katy, TX 77449

Food Service: FCA Design Inc.

Consultant 11200 Broadway, Suite 2362

Pearland, Texas 77584

Landscape Architect: Wong & Associates, Inc.

207 Spruce St.

Bellaire, TX 77401

This Addendum modifies the Drawings and Specifications issued in the Competitive Sealed Proposal Request of May 29, 2015, and upon execution of the Agreement, becomes part of the Contract Documents. Where any original item is amended, voided or superseded hereby, the provisions of such items not so specifically amended, voided or superseded shall remain in effect. Modifications are as follows: A. CLARIFICATIONS 1. Bidders list is included in this addendum. 2. Pre-Proposal Agenda, Sign-in Sheets and Meeting Notes from the Pre-Proposal meeting are included

in this addendum. B. PROJECT MANUAL 1. Section 00011 – Table of Contents (Page TOC-1) has been revised to add the two Sections noted

below. 2. Section 00100 – Request for Competitive Sealed Proposals has been revised to note the revised

project allowances (Page 00100-7). 3. Section 01200 – Project Completion No-Excuse Incentive Bonus has been added to the project by

Aldine ISD to achieve early completion of the project. 4. Section 01240 – Allowances has been added to the project.

Greenspoint Elementary School ADDENDUM NO. 3 Aldine Independent School District June 12, 2015

Houston, Texas

5. Section 03310 - Cast in Place Concrete has been revised to include Xtreme Vapor Barriers as an approved manufacturer. The specified requirement in thickness of vapor barriers is unchanged.

6. Specification Section 07510 - Built-up Asphalt Roofing is correct – the roof does not require aggregate.

7. Roof plan is correct – coping as detailed required at perimeters, no gravel stop. 8. Specification Section 08620 - Dome Skylights has been revised to include Wasco Products as an

approved manufacturer. 9. Specification Section 09840 – Acoustic Wall Panels has been revised to coordinate with finish

schedule. Acoustic wall panels are to be Knoll 3A Sterling Reflect W884/3A. The Section is re-issued with this Addendum.

C. DRAWINGS 1. Detail 22/A5-1 has been added to show construction detail at reading room stage.

Wall section 11/A5-2 has been coordinated with structure. ARCHITECTURAL A5-1 WALL SECTIONS A5-2 WALL SECTIONS 2. Main entry canopy construction details have been developed and coordinated with structure. ARCHITECTURAL A-1 OVERALL SITE PLAN STRUCTURAL

S0-1: Added HSS 8x8x5/16” column to column schedule. S1-1: Added foundation for entry canopy. S3-1: Added entry canopy framing. Added skylight opening framing. S3-2: Added skylight opening framing. S3-3: Added skylight opening framing. S4-2: Added details 5 & 10. Added 28/54” footing to schedule.

S6-3: Added details 10, 14, 15, 16, 19, 20 & 22. Revised details 6 & 7. END OF ADDENDUM NO. 3

ATTACHMENTS

Specification Section identified above.

Drawings identified above.

Greenspoint Elementary School JUNE 11, 2015 Aldne Independent School District Houston, TX PROPECTIVE BIDDERS EMAIL PHONE NUMBER DT Construction [email protected] 281.540.2411

Prime Contractors, Inc [email protected] 281.999.0875

Gamma Construction [email protected] 713.963.0086

Purcell Construction, Inc [email protected] 281.414.3358

DYAD Construction [email protected] 713.799.9380

NCS [email protected] 281.428.4908

Patriot Construction [email protected] 713.880.3445

Comex Corporation [email protected] 281.479.2322

Brookstone LP [email protected] 713.683.8800

Aldine Independent School District - Greenspoint Elementary School Preproposal Meeting – June 10, 2015

Agenda

1. Introductions a. Patrick Mouton – Aldine ISD Executive Director of Facilities, Planning and Construction

2. Project Description

102,000 SF Elementary School Project serving a population of 1000 students. Facility to include:

• Library • Science Lab • Computer Lab • Art Studio • 2 Music Rooms • Gymnasium • Cafetorium with stage • Kitchen with three serving lines • Classrooms • Collaborative spaces for teachers and students. • Administration offices • Alternate #1 = 4 additional classrooms to be issued at a later date.

3. Project Schedule

a. Building Permit Currently submitted and under review with Harris County Expect approvals by July 2015

b. Construction schedule 1. Construction to be completed in 330 days. 2. Owner Move-in June 17, 2016.

4. Proposal Requirements a. Bid documents available on Aldine Website – watch for Addenda. Can be picked up from

Aldine’s Facilities Offices at 1617 Lauder Rd for a plan deposit fee of $200. b. Addendum 1 was issued 6.4.2015

Addendum 2 was issued 6.8.2015 c. Sign-in sheet to be signed by all present, list of bidders to be issued with next addendum. d. Contractor must use bid forms provided in the specifications. Parts 1A and 1B to be

submitted prior to Bid Opening on June 30,2015 11:00am. e. Contractors should be careful in listing exclusions as they deem the bid incomplete. f. There will be no change orders. g. Bids are lump sum - there will be no price negotiation on bids after bids are opened. h. Any proposed substitutions must be approved by addenda prior to bid date. i. Overtime, Outages, Wage Rates. j. Bid bonds, Performance and Payment Bonds.

5. Project Tour Caravan to construction site. 18028 Chisolm Trail, Houston, TX 77060

6. Questions a. Last day for questions is 6.18.2015 b. Please email questions to Yusra Saifuddin at [email protected]. All questions

will be addressed in addenda.

MEETING REPORT – PRE-PROPOSAL MEETING Date: June 10, 2015 Project Number: R303606.01 To: Patrick Mouton

Project Manger Project: Greenspoint Elementary School

From: Dean H. Barnes Subject: Pre-Proposal Meeting

Location: Aline ISD

14910 Aldine Westfield Road Date and Time: June 10, 2015; 9:00am

Participants: (* = Distribution by MA - Those present underlined): Name Dist Method Name Dist Method Patrick Mouton, AISD Hector Vasquez, AISD Corey Sedlar, AISD Dean Barnes, Morris Architects Yusra Saifuddin, Morris Architects Glenn McDowell, Brooks & Sparks

Email Email Email Email Email Email

George Stanton, Stanton Engineers Michael Stanton, Stanton Engineers Tyler Herring, Stanton Engineers John Schmitz, Schmitz Engineers Ed Wong, Wong and Assoc. Jeff Pinkham, FCA

Email Email Email Email Email Email

Comments: The purpose of the meeting was to introduce and review the project with prospective bidders and suppliers. Item Discussion

001.01 Project Scope & Schedule a. Mr. Mouton introduced the project team to the attendees. All attendees were encouraged

to sign the sign-in sheets. b. The scope and schedule for the project were reviewed. c. Bidders were reminded that a Bid Bond will be required with their proposal and

Performance and Payment bonds will be required from the selected General Contractor. Proposals are due at 11:00 an, June 30th. Following evaluation of the proposals Aline ISD intends to issue a notice to proceed to the successful General Contractor following Board approval at the July Board meeting.

d. The Bidders history and reputation shall be part of the scoring criteria to ensure the project needs are met instead of the use of liquidated damages.

e. Aldine ISD stated the Final Completion of the project on June 17, 2016 means the project is complete and ready for use by AISD. This date is critical to AISD.

001.02

Project Management To achieve the completion goal AISD will require the successful General Contractor to: a. Maintain the project schedule by:

1. Providing sufficient labor including providing additional crews and/or other additional subcontractors.

2 | P a g e

Item Discussion

001.03

001.04 001.05

2. Working extended hours. 3. Avoiding or minimizing weather delays by waiting an appropriate time to resume

work. 4. Develop and maintain a detailed construction schedule which includes precise

timelines for the delivery of material and coordination of the installation of permanent utilities. A three week look-ahead schedule shall be published during the course of construction for the approval of the AISD project manager. The contractor shall also provide a Daily Log of activities for the project manager.

b. AISD will require figure printing of General Contractor and subcontractors. Owner Expectations AISD expects the General Contractor to construction the project with no change orders (other than unforeseen conditions, if encountered). The plans and specifications for the project describe the intent of the project. The General Contractor shall provide and labor and material required to achieve this intent. Permits/Utilities a. Plans for the project are currently being reviewed by Harris County. b. Electrical service has been arranged with Centerpoint. Questions a. Can Alternate #1 numbers be after the bid to give more time for better numbers? No,

all numbers must be submitted as part of the total bid package and shall be opened at the same time.

b. Will a soils report be released? The soils report has been issued as part of Addendum 2. c. Are there liquidated damages? No. The contractor’s history and reputation shall be part

of the scoring criteria to ensure the project needs are met instead of the threat of liquidated damages.

d. What was the budget for the project submitted with the permit application? The budget for the budget indicated on the Harris County permit sheet is $11,000,000.

e. How can we be added to the pre-approved list of vendors? Submit a package including prior experience, references and similar projects for review.

f. Where can we find updated documents? All documents will be issued on the Aldine website. Other sites may not contain all documents or be up to date. It is the contractor’s responsibility to ensure they are using the latest documents. Failure to include all addenda may cause the bid to be deemed incomplete.

g. The appliances noted in construction documents are included in project, unless noted otherwise.

h. The Irrigation system is not included in the project.

Report By: Dean H. Barnes

The writer of this report is to be notified of any discrepancies or requested corrections within five working days of the date of this report.

End of Meeting Report

Greenspoint Elementary School Table of Contents Aldine Independent School District SECTION 00011 MA No. R303606.01

Greenspoint Elementary School Project No. R303606.01 Addendum No. 3 12 June 2015 TOC-1

PROJECT MANUAL TABLE OF CONTENTS DOCUMENT OR SECTION NO. OF PAGES INTRODUCTORY INFORMATION 00010 PROJECT TITLE PAGE…………………………………………………………………..1 00011 TABLE OF CONTENTS…………………………………………………………………..5 PROPOSAL REQUIREMENTS 00100 REQUEST FOR COMPETITIVE SEALED PROPOSALS .............................................40 00320 GEOTECHNICAL INFORMATION ..................................................................................1 CONTRACTING REQUIREMENTS 00800 SUPPLEMENTARY GENERAL CONDITIONS .............................................................33 CONSTRUCTION PRODUCTS AND ACTIVITIES DIVISION 1 - GENERAL REQUIREMENTS 01200 PROJECT COMPLETION NO-EXCUSE INCENTIVE BONUS ...............................3 01240 ALLOWANCES .................................................................................................................1 01250 ALTERNATES ....................................................................................................................1 01270 UNIT PRICES .......................................................................................................................3 01330 SUBMITTAL PROCEDURES ............................................................................................4 01410 QUALITY CONTROL ........................................................................................................3 01420 REFERENCE STANDARDS ..............................................................................................5 01450 TESTING LABORATORY SERVICES .............................................................................3 01500 TEMPORARY FACILITIES ...............................................................................................4 01560 TRENCH SAFETY SYSTEM .............................................................................................3 01571 NPDES REQUIREMENTS……………………………………………… ………..…….3 01572 SOURCE CONTROLS FOR EROSION AND SEDIMENTATION ..................................4 01573 FILTER FABRIC FENCE ...................................................................................................3 01574 REINFORCED FILTER FABRIC BARRIER .....................................................................3

Request for Competitive Sealed Proposals Section 00100

Greenspoint Elementary School Project No. R303606.01 Addendum No. 3 12 June 2015

00100-7

General Conditions and Supplemental Conditions of the Contract (7). Contractor will certify that the contractor provides workman’s compensation

insurance coverage for each employee of the contractor employed on the project and contractor shall provide a certificate from each subcontractor certifying that the subcontractor provides workman’s compensation insurance coverage for each employee of the subcontractor employed on the project.

(8). Contractor agrees to a Proposal by all applicable rules and regulations including all requirements as set out in 28 TAC Rule 110.110 and any amendments thereto.

8. ULTIMATE CORPORATE OWNERSHIP A. In the specific document of this section, enter the address of the proposer's place of

business and, if applicable, the name and address of the proposer's ultimate parent company or majority owner. SEE: Document 00100 (DOCUMENT – PART 1A) BELOW

9. BASE PRICE AMOUNT A. Total amount for the furnishing of all labor, materials, services, equipment and

appliances required in conjunction with and properly incidental to all Work, for construction of the project in conformance with the terms and condition set out in the Contract Documents, Drawings and Specifications. SEE: DOCUMENT 00100 (DOCUMENT – PART 1A) BELOW

B. Base Price Amount shall include an Owner’s contingency of $500,000. Owner’s contingency can only be used with prior approval from the owner or a designated representative.

C. Base Price Amount shall include the No-excuse Early Completion Incentive Bonus of $200,000. Refer to Section - 1200 PROJECT COMPLETION NO-EXCUSE INCENTIVE BONUS

10. ALTERNATE AND UNIT PRICE ITEMS A. The Contractor proposes the following sums as additions to or deductions from the

Base Price amount for alternates as more fully described in the Specifications and Addenda issued under Contract Documents. Failure to quote every item will cause the entire Proposal to be considered non-responsive. All Alternates must be priced. Alternates are not listed in the order of preference. SEE: DOCUMENT 00100 (DOCUMENT – PART 1B) BELOW

11. PROPOSED CONSTRUCTION DURATION A. The Contractor shall prepare and submit a construction schedule for the Project in

accordance with the requirements of the applicable Sections of Division 1 of the Contract Documents. No time extensions will be allowed under this contract due to late deliveries, or changes in the Work that do not affect the critical path schedule of the project. The Contractor may propose to complete the project earlier than the Owner’s Maximum Project Duration or Scheduled Date of Substantial Completion. SEE: DOCUMENT 00100 (DOCUMENT – PART 1A) BELOW

12. TECHNICAL PROPOSAL – PROPOSER QUALIFICATIONS A. Proposer must provide technical information about their company, to allow the owner,

to thoroughly evaluate the proposer’s qualifications to perform the work described in


01200-1

SECTION 01200

PROJECT COMPLETION NO-EXCUSE INCENTIVE BONUS

1 PART ONE - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and General provisions of the Contract including General and Supplementary Conditions and Division 1 Specification Sections apply to this Section.

1.2 WORK INCLUDED

A. Aldine Independent School District desires to complete the construction of the

Greenspoint elementary School ahead of schedule. The project is currently scheduled to be constructed in 330 days and be complete on June 17, 2016.

B. Aldine ISD is prepared to offer the General Contractor awarded the project a no-excuse early completion incentive bonus as an incentive to motivate the General Contractor to overcome and remove all obstacles to ensure that this project reaches Final Completion or ahead of schedule while not compromising the integrity and quality of the building. The obstacles to overcome include but not limited to governmental and municipal entities, utility providers, subcontractor performance, manpower, submittal process, RFI process, work schedule, schedule delays, weather delays, material delays, etc. Any and all project delays are the sole responsibility of the General Contractor. The maximum bonus is $200,000.00. This bonus will not be paid unless the project reaches final completion according to the bonus payment schedule in Part 4.

C. Refer to AIA Document A201, General Conditions of the Contract for Construction, paragraph 9.10 for the definition of “Final Completion.". Substantial Completion has no standing in determining the early completion bonus.

D. This incentive bonus is to motivate the General Contractor to overcome the

challenges that happens on every project. Any and all project delays are the sole responsibility of the general contractor. There will be no negotiations or adjustments to the bonus structure, nor the definition of “delay” or the responsibility of the “delay.”

E. The Project Completion Bonus will be awarded in accordance with the following

Payment Schedule.

2 PART TWO - PRODUCTS - (Not Applicable)

3 PART THREE – EXECUTION – (Not Applicable)


01200-2

4 PART FOUR – BONUS SCHEDULE

Day Value

Early Completion

Bonus June 17, 2016

June 16, 2016 $1,122.84 $1,122.84

June 15, 2016 $1,178.98 $2,301.83

June 14, 2016 $1,237.93 $3,539.76

June 13, 2016 $1,299.83 $4,839.59

June 12, 2016 $1,364.82 $6,204.41

June 11, 2016 $1,433.06 $7,637.47

June 10, 2016 $1,504.72 $9,142.19

June 9, 2016 $1,579.95 $10,722.14

June 8, 2016 $1,658.95 $12,381.09

June 7, 2016 $1,741.90 $14,122.99

June 6, 2016 $1,828.99 $15,951.98

June 5, 2016 $1,920.44 $17,872.42

June 4, 2016 $2,016.46 $19,888.88

June 3, 2016 $2,117.29 $22,006.17

June 2, 2016 $2,223.15 $24,229.32

June 1, 2016 $2,334.31 $26,563.63

May 31, 2016 $2,451.02 $29,014.65

May 30, 2016 $2,573.57 $31,588.23

May 29, 2016 $2,702.25 $34,290.48

May 28, 2016 $2,837.37 $37,127.85

May 27, 2016 $2,979.23 $40,107.08

May 26, 2016 $3,128.20 $43,235.28

May 25, 2016 $3,284.61 $46,519.89

May 24, 2016 $3,448.84 $49,968.72

May 23, 2016 $3,621.28 $53,590.00

May 22, 2016 $3,802.34 $57,392.34

May 21, 2016 $3,992.46 $61,384.80

May 20, 2016 $4,192.08 $65,576.88

May 19, 2016 $4,401.69 $69,978.57

May 18, 2016 $4,621.77 $74,600.34

May 17, 2016 $4,852.86 $79,453.20


01200-3

May 16, 2016 $5,095.50 $84,548.70 May 15, 2016 $5,350.28 $89,898.98 May 14, 2016 $5,617.79 $95,516.77 May 13, 2016 $5,898.68 $101,415.45 May 12, 2016 $6,193.61 $107,609.07 May 11, 2016 $6,503.30 $114,112.36 May 10, 2016 $6,828.46 $120,940.82 May 9, 2016 $7,169.88 $128,110.70 May 8, 2016 $7,528.38 $135,639.08 May 7, 2016 $7,904.80 $143,543.88 May 6, 2016 $8,300.04 $151,843.91 May 5, 2016 $8,715.04 $160,558.95 May 4, 2016 $9,150.79 $169,709.74 May 3, 2016 $9,608.33 $179,318.07 May 2, 2016 $10,088.75 $189,406.82 May 1, 2016 $10,593.18 $200,000.00

Greenspoint Elementary School Project No. R303606.01 Addendum No. 3 12 June 2015 01240-1

SECTION 01240

ALLOWANCES 1 PART ONE - GENERAL

1.1 RELATED DOCUMENTS


1.2 WORK INCLUDED

A. This section supplements paragraph 3.7 Allowance in the General Conditions of

the Contract for Construction and the Supplementary Conditions.

B. The Contractor shall include in his bid all allowances stated herein. C. Unexpended balance of allowance sums shall revert to the Owner in the final

settlement of the contract. D. At the completion of the Project the allowance amounts shall be reconciled and

a change order shall adjust the Contract Sum.

1.3 DESCRIPTION OF ALLOWANCES A. A SUM OF $500,000.00 SHALL BE INCLUDED AS THE Owner’s Contingency

to be utilized at the sole discretion of the Owner.

B. A SUM of $200,000.00 SHALL BE INCLUDED AS THE Project No-excuse Early Completion Incentive Bonus. Refer to Section -1200 PROJECT COMPLETION NO-EXCUSE INCENTIVE BONUS

2 PART TWO - PRODUCTS - (Not Applicable) 3 PART THREE – EXECUTION – (Not Applicable)

END OF SECTION

Greenspoint Elementary School Project No. R303606.01

Addendum 3 12 June 2015 09840-1

SECTION 09840

ACOUSTIC WALL PANELS

1 PART ONE - GENERAL

1.1 COORDINATION


1.2 SUMMARY

A. Furnish and install acoustical wall ceiling panels including fastening devices

and accessories.

1.3 SUBMITTALS

A. Reference Section 01330 Submittal Procedures.

B. Shop drawings to indicate wall panel fabrication and installation details, dimensions, configurations and wall elevations for mounting locations and spacing.

C. Product Data: Submit manufacturer’s product specifications including certified

laboratory test reports and other data as required to show compliance with these specifications.

D. Samples: Provide 12" x 12" samples of fabrics, acoustical/thermal insulation

and representative samples of mounting devices.

E. Certified Test Reports: 1. Submit test data from an independent testing agency, acceptable to

authorities having jurisdiction, evidencing that systems components comply with requirements indicated for fire performance characteristics.

2. Submit test data from independent testing agencies showing that system complies with the specified requirements for acoustical and thermal performance characteristics.

1.4 QUALITY ASSURANCE:

A. Fire Hazard Classification: UL tested, listed and labeled with flame spread

rating of 25 or less and a smoke developed rating of 65 or less, rated Class A per ASTM E84.

B. Installer Qualifications: The installation work of this Section shall be performed by an authorized installation dealer, licensed or franchised by the manufacturer, and certified as such.


Addendum 3 12 June 2015 09840-2

C. Submit finish panel sample and swatches of fabrics for color selection.

1.5 PRODUCT DELIVERY, STORAGE & HANDLING

A. Coordinate schedule and installation sequence with work of other trades.

B. Do not deliver acoustical wall panels to the job site until the building is thoroughly dry and clean and air conditioning is continuously maintained.

C. Store materials in dry place and protect from weather, dust and other

construction activities.

D. Do not install when limited facilities will prevent quality performance of work.

E. Protect work from damage during and after installation until project acceptance.

1.6 MAINTENANCE

A. Extra Stock: Provide matching replacement stock of fabric amounts adequate to recover two full panels.

2 PART TWO - PRODUCTS

2.1 MANUFACTURERS

A. Fabric Covered Wall Panels: 1. Wall Technology, Inc. 2. AVL Systems, Inc. 3. DeCoustics 4. Conwed Designscape

2.2 MATERIALS

A. Fabric Covered Acoustical Fiberglass Absorptive Wall Panels:

1. Core composition: 1 inch and 2 inches thick as indicated in the drawings, minimum 7 lb. /cubic foot fiberglass core with chemically resin hardened edges. Core shall be of 1-piece construction, inert, dimensionally stable and non-combustible. Shall be equal to Decoustics, Type AP Panel Construction.

2. Mounting Hardware: Shall consist of back-mounted panel Z clips spaced at maximum 2 feet o.c. spacing along vertical edges of panels which engage onto wall brackets mounted on horizontal wood furring strips. Provide leveling angle clips (2/panel) along base of panels; cover in matching fabric when panels are to be placed 5 feet A.F.F. or higher.

3. Fabric Cover: Panel face and edges to receive factory bonded Knoll

Reflect W884/3A – 3A Sterling


Addendum 3 12 June 2015 09840-3

3 PART THREE - EXECUTION

3.1 INSPECTION

A. Make field measurement dimensions prior to fabrication to insure proper layout, panel sizes and fit.

3.2 INSTALLATION

A. Install acoustical wall panels in strict accordance with manufacturer's

recommendations indicated on the drawings.

B. Install complete, making all adjustments necessary for proper alignment shim between wall and clips as necessary.

C. Install panels plumb and straight, flush and in proper alignment; butt all joints

tight.

D. Coordinate and verify fabrication dimensions and panel cut-outs required by wall mounted fixtures, or other wall mounted devices.

3.3 CLEANING AND REPAIR

A. Remove all dirt and stains from panels prior to final acceptance.

B. Repair damaged surfaces or removes and replace panel if repair work does not

eliminate evidence of damage.

END OF SECTION

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X-BRACE WALL I STAGGERED 2 1/2"

STUDS @ 16" OC

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RE: DET 1 AS-2 FOR ADDN'L INFO

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12" CMU LINTEL SEE SllRUCT. NOTCH CMU 4" @JAMBS

MULTI pURpOSE

T.O. BRICK

\"

S~o<i:~u LINTEL

--ADJ. WALL TIES 16" HORIZ. , 1S" VERT.

--2" RIGID INSULATION

DAMPROOFING ON 8' CMU

REINF @ 16" OC,

-TVDL "A" BRICK

-TVDI:" HBII BRICK ~ATION BAR.

-MEMB. FLASHING

PLAS. SOFFIT ON MET. FURRING CHANNELS

TYPE "B" FACE BRICK

SCHED. DOOR & FRAME

EXTERIOR

TYPE "A" FACE BRICK

TYPE "B" FACE BRICK

@ PLAN AT X-BRACE NOTE : ALL ROOFS ARE B.U. ROOF ON 2" MIN L T WT FILL ON 3" RIGID INSUL ON 1/2" MIN L T WT FILL ON METAL DECK.

INSUL

~t?E~J;~~¥!JNRGAL MAS. ANCHOR RE: SllRUCT.

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1----- 8" CMU WALL

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4" CMU WALL TO ABOVE CEILING

/'--.... FOUNDATION I - RE: SllRUCT.

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SCHED. FLOOR &: BASE

STAGE

8" CMU WALL

SCHED CEILING

RAMP OR STAIR

1-1/2" DIA ALUM HANDRAIL

STORAGE

1---- 8" CMU WALL

OAK SLATS .7 S/8" ,OAK SLATS ON 1S LB •

1 FELT ON WOOD SUB- o. f' oro ON 1S LB FELT

ON WD. SUBFLOOR ON WD. FLOOR ON WOOD

SCREEDS SET IN MASTIC

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A'SCREEDS SET IN MASTIC

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SOUND INSUL I I

STAGE CURTAIN

OAK SLATS ON FELT ON WOOD FLOOR ON SCREEDS SET

LB 1-1/2" HANDRAIL

FLR SLAB

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S~l,llij':' CONTINUOUS ~

STRUCT.f&!!lTRUCT. CONTINUOUS ELATOMERIC ____,?MEMBRANE FLASHING

(j)WALL. ?ECTION ELATOMERIC MEMBRANE FLASHING

A~GLE BRAC~4X4XS/16 (. AT TT CHORD JOIST MEMBE S INTERSECT.

'-SCHED CLG \! /A2-10

•. •

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>II, llllllllf,/ ~y~A J6R6/1 t~iF:~L "~""? T STUDS @ 16" OC FURRING If" AROUND BEAM

II-----TAPE FIN. ONLY ABOVE CLG, TYPICAL

\.._SCHED CEILING

~~ 2 LAYERS !" TYPE 'X' GYPBD. EA SIDE.

}" GYPBD.

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r-- 3 1/2" BATT INSULATION-...._ FULL HEIGHT

r---SECURE RUNNER TO SLAB

....------ SCHED FLOOR & BASE


2-HR FIRE SEAL AT TOP OF WALL

MTL ROOF DECK

II• TAPE FIN ONLY ABOVE CLG TYP.

\ II II SCHED CEILING

SOUND INSULATION FULL HEIGHT

l---1 LAYER J" GYP BD EA SIDE

f-- 3/4" PLYWOOD BEHIND GYP. BD. ON ONE SIDE SEE FLOOR PLAN

f---3 S/8" 16 GA. MTL STUDS @ 16" o.c.


SCHED FLOOR AND BASE

1---- 6" CMU WALL

HR. WALL

® s~~~~"= T~~E ® WALL TYPE @ WALL TYPE 1@3 WALL TYPE

CUT CMU TO FOLLOW SLOPE OF RAMP

REFER TO SllRUCT. FOR REINFORCING • .• SEALANT CONT

@ BOT OF GYP BD AT ALL INSULATED WALLS (ONE SIDE ONLY)

~ [:/' 3}" MET STUD ALIGN ~ BOTii SIDES OF WALL

@ WALL BRACE DETAIL

lr--16 GA SS WALL CAP

,--JT REINF II 16" OC VERT

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IN GROUT FILLED CELLS

-4· CMU WALL

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OAK SLATS ON 1S LB FELT ON WOOD SUBFLOOR ON WOOD SCREEDS SET IN MASTIC ,.

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1-1/2" DIA ALU1· .. ·~ HANDRAIL --;1' 1 -0 k

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SOUND INSULATION ---j

2 LAYERS J" GYP BD.

3 LAYERS J" GYP BD.

G) ~E~,fWf.ia .. @ STAGE STEPS G3 s~~~~"= T~.~~HR RATING (UL.DES #U474)

L 1.11' M~ , ~ SEAL TO BOTIOM

OF DECK

1/4"

NOTE: USE 2 1/2" STUDS AS REQUIRED IN LIEU OF 3 S/8" STUDS WHERE X-BRACE OCCURRS

f--- 3J" 20GA. GALV METAL STUDS @ 16"0.C.

f--- 3 1/2" BATT INSULATION FULL HEIGHT

,--SECURE RUNNER TO SLAB

SCHEO FLOOR & BASE

ACOUSTICAL SEALANT COl @ BOTT. OF GYP. BD. AT WALLS (BOTii SIDES) TYPICAL----'-

~

~£8" GYP. BD. ON

Wl<[tLsr~Y~~fls sr~R NO. OF LAYERS

~I 3 1/2" BATT INSULATION

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SCHED. BASE

3

1'-6"

@ ~~~~-= T~.~ ~HR RATING (UL.DES #U474)

ACOUSTICAL SEALANT CONT I @ BOT OF GYP BD AT ALL INSULATED WALLS (ONE SIDE ONLY) I

"X-BRACE WALLS ® WALL TYPE @ WALL TYPE

BULLNOSE .'L..i.-"' EA. SIDE

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QJ WALL .. S.E_CTION @ WAL~_ S.E_CTI ON @ SECT!ON _@ STEPS @ WALL .. S.E_CTION @ DRYV\{A~~ SEALANT DTL. ® COL. _DETAIL

SCALE: 1/2"-1'-0" PLAN VIEW ©Ss~AS:T~1S~._/' T STAGE

RM 125 A

No. Date Descrtptlon

MORRIS 1001 Fannin Street, Suite 300 1 Houston, TX 77002 USA

Phone 713.622.1180 1 Fax 713.622.7021 www.monis-hz.com

WONG AND ASSOCIATES ALDINE INDEPENDENT SCHOOL DISTRICT LANDSCAPE ARCHITECT CLIENT

MORRIS ARCHITECT

BROOKS AND SPARKS CML ENGINEER SCHMITZ ENGINEERS, INC STRUCTURAL ENGINEER

MEP ENGINEER

FCA DESIGN, INC FOOD SERVICE CONSULTANTS

GREENSPOINT ELEMENTARY SCHOOL ALDINE INDEPENDENT SCHOOL DISTRICT

18028 CHISOLM TRAIL, HOUSTON TX 77060 PROJECT NUMBER : R303606.01

WALL SECTIONS AS-1

SCALE

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8' HIGH C.L. FENCEW/ 8' W. GATERE: 21/A1-2

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REGINAL PARK DRIVE

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GOODNIGHT TRAIL

PROPERTY

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25' SET BACK

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25' SET BACK

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25' SET BACK10' SET BACK

25' SET BACK

PROP

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25' S

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25' S

ET B

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PROPERTY5' SET BACK

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PROPERTY5' SET BACK

25' SET BACK

PROPERTY5' SET BACK

25' SET BACK

PROPERTY

20' SET BACK25' SET BACK

PROP

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ET B

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25' S

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25' S

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01 / A1-1

CROSSWALKPAINT

CROSSWALKPAINT

CROSSWALKPAINT

NEW SIDEWALK AND ACCESSIBLE RAMPS

20A1-1

16A1-1 11

A1-1

EDGE OF ALUM.CANOPY ABOVE

26' - 3" 25' - 0" 24' - 0" 33' - 9"

14' -

9"17

' - 11

1/2"

31A5-3

8" x 8" TS COLUMNRE: STRUCT

6" x 12" PRE-FINISHEDALUM. BEAMS

EDGE OF ALUM. CANOPY ABOVE

26' - 3" 27' - 0" 57' - 9"

BRICK VENEEREDCOLUMN, TYP.

RE: STRUCT FORSTEEL FRAMING

6" ALUM DOWNSPOUTBY CANOPY MANUF.TYP. AT EACH COLUMN

LOW ROOF14' - 6"

1.0 13A1-1 PREFINISHED ALUM DECK

ON 6"x12" ALUM. BEAMS

5' - 9" 4" 5' - 8" 4"

8' - 0

"1'

- 3 1/

2"5'

- 2 1/

2"

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

STEEL BEAM, RE: STRUCTURALPAINTED FINISH

PRE-FINISHED ALUM.LOUVER, BEYOND.BOLTED TO STRUCTURALSTEEL FRAME

15' - 4"

ALUMINUM CANOPYFASCIA BEYOND

9' - 3 1/2"

1

1

8' - 0

"1'

- 3 1/

2" 6'

-0 1/

2"

15A1-1

02A1-1

2-78" DIA. PRE-FINISHEDALUMINUM PIPE BRACING

3-1/2" PRE-FINISHEDALUMINUM DECK

6" x 12" PRE-FINISHEDALUMINUM BEAM

8" x 8" TUBE STEEL COLUMNRE: STRUCTURAL

FACE BRICK W/ GALV BRICK TIES

PRE-FAB STONE CAP

15"x15" BASE PLATEW/ (8) - 1" ANCHOR BOLTSRE: STRUCTURAL

3-5/8" METAL STUD FRAMINGW/ SHEATHING

ALUM DOWNSPOUT AND EXTENSION BY CANOPY MANUF. CONNECT TOSTORM SEWER

1

METAL FLASHING

BRICK VENEER W/GALV. BRICK TIES

CANOPY BRACKETSECURED TO STEEL TUBE

1-1/2" DIA. PREFINISHEDALUM PIPE BRACE BYCANOPY MANUFACTURER.

8"x8" TS COLUMN,RE: STRUCT

CONT. BACKERROD & SEALANT

SEALANT

1' - 9"

1' - 1

1 3/4"

PRE-FABRICATEDSTONE CAP

STEEL TUBERE: STRUCT

CONT. SEALANT

14' - 11"T.O. STEEL

5 1/2"

3"x3"x1/4" STEEL ANGLE,RE: STRUCT

1

1' - 9"BRICK VENEERW/ GALVANIZEDBRICK TIES

8" x 8" TS COLUMN,RE: STRUCT

3"x3"x1/4" CONT. STEEL ANGLEBRICK SUPPORT, RE: STRUCT

6" x 12" ALUMINUMTUBE

CONT. BACKER ROD &SEALANT, EACH SIDE

3/4" BOLTS WITH PVCPIPE AROUND BOLTS

FULL LENGTH TOBREAK BOND

12"x7"x3/8" STEEL PLATERE: STRUCT

INSTALL WITH 3/16"PLASTIC BTWN TUBE AND

PLATES TO BREAK BOND

METAL FLASHING

6" ALUM DOWNSPOUTBY CANOPY MAUFACTURER

1

LOW ROOF14' - 6"

13' - 4"

ALUM LOUVERBY CANOPY MANUF.

STEEL BEAMON 8"x8" TS COLUMN

RE: STRUCT

3-1/2" ALUM. DECKON 6" x 10" ALUM . U BEAM

BOLTED TO STEEL BEAM

STEEL PLATE T.O. STEEL

ALUM FASCIA

3-1/2" ALUM DECKON 6"x12" ALUM. U BEAM

5' - 2

1/2"

1' - 3

1/2"

A.F.F.

6" ALUM FASCIA

8' - 0"

9' - 3 1/2"

STEEL BRACE FORALUM CANOPY, RE: STRUCT

BRICK COLUMN ENCLOSUREBEYOND

LOW ROOF14' - 6"

1.0

3-1/2" ALUM. DECK

PRE-FINISHED ALUM FASCIATREATED WD BLOCKINGMETAL FLASHING W/ CONT. SEALANTFASTENED TO FACE BRICK

6"x10" ALUM. BEAMBOLTED TO STEEL BEAM

MEMBRANE FLASHINGON 1/2" GYP SHEATHING

STEEL ANGLE, RE: STRUCT

CONT. BACKER ROD & SEALANTEACH SIDE

STEEL BEAM,RE: STRUCT

STEEL COLUMN,RE: STRUCT

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A

ALDINE INDEPENDENT SCHOOL DISTRICT18028 CHISOLM TRAIL, HOUSTON TX 77060

PROJECT NUMBER : R303606.01

GREENSPOINT ELEMENTARY SCHOOLPROJECT TEAM:ALDINE INDEPENDENT SCHOOL DISTRICTCLIENTMORRISARCHITECT

WONG AND ASSOCIATESLANDSCAPE ARCHITECTBROOKS AND SPARKSCIVIL ENGINEERSCHMITZ ENGINEERS, INCSTRUCTURAL ENGINEER

STANTON ENGINEERING GROUPMEP ENGINEERFCA DESIGNFOOD SERVICE CONSULTANT

NO DATE TITLE NO DATE TITLE01 02.25.2015 ISSUE FOR PERMIT

05.29.201502 05.15.2015 ISSUE FOR PERMIT REVISIONS03 05.29.2015 ISSUE FOR COMPETITIVE SEALED PROPOSALS04 06.12.2015 ADDENDUM 3 - 1

OVERALL SITE PLAN A1-1

1" = 50'-0"OVERALL SITE PLAN 03

1/8" = 1'-0"CANOPY PLAN 01

1/4" = 1'-0"ENTRY CANOPY SECTION 16

3/8" = 1'-0"WALKWAY CANOPY SECTION 11

1" = 1'-0"WALKWAY CANOPY COLUMN DTL 15 1 1/2" = 1'-0"WALKWAY CANOPY BEAM DTL 02

3/4" = 1'-0"ENTRY CANOPY SECTION DTL 20 1 1/2" = 1'-0"ENTRY CANOPY @ EXT WALL 13

1

1

1

2

ELEVATION DETAIL SECTION DETAIL

STRUCTURAL ENGINEER SHALL BENOTIFIED FOR REDESIGN

PIPE ON HANGER EXCEEDS 150 LBSNOTE: IF TOTAL LOAD OF FILLED

FOR ALL STEEL, PVC OR CAST IRON PIPE AND ROOF DRAIN SUPPORT TO BAR JOIST STRUCTURE

JOIST SPACING

TYP INTERIOR CMU WALL BRACING

TYP EXTERIOR CMU WALL BRACING

1

JOIST PARALLEL TO WALL

TYP CMU BRACE LOCATION - PLAN VIEW

TYP INTERIOR CMU WALL BRACINGJOIST PARALLEL TO WALL

HANGER SPACING SCHEDULEMAX HANGER SPACINGNOMINAL PIPE DIAM JOIST SPACING

HEADER ANGLE SCHEDULEANGLE SIZE

7 5/8"

TYP INTERIOR CMU WALL BRACINGTYP INTERIOR CMU WALL BRACINGJOIST PERPENDICULAR TO WALL

5

4

6

ADD L2x2x1/4WELD TO TOP& BUTT CHORP

ALL THREADSTO BE DIE CUT

GENERAL NOTES

CONCRETE:

ALL CONCRETE SHALL HAVE SAND AND GRAVEL AGGREGATE, TYPE I PORTLAND

CEMENT, AND SHALL HAVE A COMPRESSIVE STRENGTH (F'C) OF 3,000 PSI

AT 28 DAYS. DRILLED FOOTINGS MAY BE 2500 PSI AT 28 DAYS.

MINIMUM CEMENT RATIO TO BE: 5 SACKS PER CUBIC YARD FOR 3000 PSI

CONCRETE AND 4 - 1/2 SACKS PER CUBIC YARD FOR 2500 PSI CONCRETE.

MAXIMUM WATER CEMENT RATIO TO BE 0.50.

THE USE OF FLY ASH IS NOT PERMITTED IN CONCRETE USED FOR BUILDING SLAB.

ALL CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE

60. NO.3 BARS MAY BE GRADE 40. DOWELS FROM FOUNDATION TO MASONRY

WALLS SHALL BE GRADE 40.

ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM 185.

DETAILING, FABRICATION AND PLACING OF CONCRETE REINFORCEMENT AND

ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI SP-66, LATEST EDITION.

CONTINUOUS REINFORCEMENT FOR SLABS ON GRADE AND HORIZONTAL BARS IN

FOOTINGS SHALL HAVE MINIMUM LAP AT SPLICES AS FOLLOWS (UNLESS

OTHERWISE NOTED):

NO.3 BARS...16" NO.4 BARS...22" NO.5 BARS...27"


CONTINUOUS REINFORCEMENT FOR GRADE BEAMS SHALL HAVE MINIMUM LAP AT

SPLICES AS FOLLOWS (UNLESS OTHERWISE NOTED):



ALL OTHER CONTINUOUS REINFORCEMENT BEAMS SHALL HAVE MINIMUM LAP AT

SPLICES AS FOLLOWS (UNLESS OTHERWISE NOTED):

HORIZONTAL BARS:



NO.9 BARS..104" NO.10 BARS..132" NO.11 BARS..162"

VERTICAL BARS:



NO.9 BARS...80" NO.10 BARS..101" NO.11 BARS..125"

WELDED WIRE FABRIC SHALL LAP SO THAT THE OVERLAP MEASURED BETWEEN

OUTMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE

SPACING OF CROSS WIRES PLUS 2".

PROVIDE CORNER BARS EQUAL IN SIZE AND NUMBER BY FIVE FEET WITH A

90 DEGREE BEND AT THE CORNER, IN EXTERIOR FACE OF BEAMS AND WALLS.

CORNER BARS NEED NOT BE LARGER THAN #5. SEE TYPICAL DETAIL FOR

CORNER BARS.

REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE

STRUCTURAL ENGINEER.

FOR CONTINUOUS GRADE BEAM REINFORCEMENT, TOP BARS SHALL BE SPLICED

AT THE CENTER OF A SPAN AND THE BOTTOM BARS SHALL BE SPLICED AT

THE CENTER OF A SUPPORT. SEE TYPICAL DETAIL.

CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS, (SEE

SECTION 7.7 ACI 318, LATEST EDITION, FOR CONDITIONS NOT NOTED):

ALL CONCRETE FORMED AGAINST THE GROUND...................3"

SIDES AND BOTTOMS OF GRADE BEAMS.........................3"

WALLS AND SIDES OF BEAMS ABOVE GRADE.....................1-1/2"

SLABS ABOVE GRADE.......................................3/4"

EXTERIOR FACE OF ALL GRADE BEAMS SHALL BE BOARD FORMED FOR FULL

DEPTH.

ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE

DONE IN ACCORDANCE WITH THE RECOMMENDATION OF THE LATEST EDITIONS

OF THE AMERICAN CONCRETE INSTITUTE ACI 318, ACI 301, ACI 309,

ACI 305 AND ACI 306. MAXIMUM FREE FALL FOR CONCRETE TO BE 3'-0".

NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE EXCEPT AT

CONSTRUCTION JOINTS EXCEPT WHERE THEY NORMALLY OCCUR OR WHERE

DETAILED.

HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION

JOINTS.

FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE

DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR THE PERIOD OF

TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND PROPER

HARDENING OF THE CONCRETE. THIS SHALL BE A MINIMUM OF SEVEN DAYS

AFTER THE CONCRETE IS POURED.

ALL CONCRETE, INCLUDING DRILLED FOOTINGS, SHALL BE CONSOLIDATED BY

VIBRATION, SPADING OR RODDING, SO THAT THE CONCRETE IS THOROUGHLY

WORKED AROUND THE REINFORCEMENT, EMBEDDED ITEMS, AND INTO CORNERS

OF FORMS, ELIMINATING ALL AIR OR STONE POCKETS WHICH MAY CAUSE

HONEYCOMBING. CARE SHALL BE TAKEN NOT TO OVER VIBRATE AND CAUSE

SEGREGATION.

SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR

SLEEVES, CURBS, DEPRESSIONS, INSERTS, ETC. THAT ARE NOT SHOWN.

STRUCTURAL STEEL:

ALL STRUCTURAL STEEL BEAMS AND COLUMNS SHALL BE GRADE CONFORM

TO ASTM A572 WITH Fy = 50 KSI.

ALL STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO

ASTM A572 UNLESS NOTED OTHERWISE.

ALL PIPE SHALL CONFORM TO ASTM A501 OR ASTM A53, TYPE E OR S. ALL

TUBING SHALL CONFORM TO ASTM A500, GRADE B.

ALL CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL CONFORM TO

ASTM A325 AND SHALL BE DESIGNED AS BEARING-TYPE

CONNECTIONS TIGHTENED TO A SNUG TIGHT CONDITION AS PER THE

REQUIREMENT OF THE AISC MANUAL OF STEEL CONSTRUCTION. WASHERS OF

A325 MATERIAL SHALL BE USED ON ALL A325 CONNECTIONS. THE USE OF

SHIM PLATES IS NOT ALLOWED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER.

GROUT UNDER COLUMN BASE PLATES SHALL BE OF A NON-SHRINK VARIETY

WITH A MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI AT 28 DAYS. 100%

OF VOID UNDER ALL BASE PLATES IS TO BE GROUTED. ALL BASE PLATES

WITH A DIMENSION GREATER THAN 24" ARE TO HAVE TWO 1" DIAMETER

GROUT HOLES. IF THE SPACE UNDER A COLUMN BASE PLATE IS LESS THAN

1/4", THEN A PRESSURE INJECTION SYSTEM SHALL BE USED.

ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE

STANDARDS OF AISC.

ALL WELDING SHALL CONFORM TO THE STANDARDS OF THE AMERICAN WELDING

SOCIETY AND SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE

CERTIFIED FOR THE POSITION OF WELD WHICH THEY ARE PERFORMING.

ALL FILLET WELDS SHALL BE MINIMUM AS REQUIRED BY AISC TABLE J2.4

BUT NOT LESS THAN 3/16". UNLESS OTHERWISE NOTED, WELDS SHALL BE

WELDED ALL AROUND ON ALL ACCESSIBLE SIDES.

ALL GROOVE WELDS TO BE FULL PENETRATION, UNLESS OTHERWISE NOTED.

ALL FULL PENETRATION WELDS AT MOMENT CONNECTIONS SHALL BE TESTED

AND CERTIFIED BY AN INDEPENDENT TESTING LAB USING NON DESTRUCTIVE

TESTING METHOD. FOR SHOP WELDS, CERTIFICATION SHALL BE SUBMITTED

PRIOR TO SHIPPING TO JOB SITE. FOR FIELD WELDS, CERTIFICATION

SHALL BE SUBMITTED PRIOR TO COVERING CONNECTIONS WITH

ARCHITECTURAL FINISHES.

ALL SHOP CONNECTIONS ARE TO BE WELDED AND ALL FIELD CONNECTIONS

ARE TO BE BOLTED EXCEPT WHERE OTHERWISE NOTED.

SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS

PROHIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.

ALL STRUCTURAL STEEL CONNECTIONS SHALL DEVELOP THE FULL UNIFORM

LOAD CAPACITY AS TABULATED BY AISC TABLES FOR UNIFORM LOAD

CONSTANTS ON BEAM UNLESS OTHERWISE NOTED. ALL STRUCTURAL STEEL

CONNECTIONS SHALL BE DESIGNED BY THE STEEL FABRICATOR TO SUPPORT

THESE LOADS OR OTHER LOADS AS NOTED ON THE STRUCTURAL DRAWINGS.

(FOR BEAMS WITH COMPOSITE DESIGN, STANDARD AISC CAPACITY SHALL BE

INCREASED BY 35 PERCENT).

FOR STEEL BEAMS SHOWN ON THE DRAWINGS THAT DO NOT MEET THE MINIMUM

SIZE REQUIRED BY THE U.L. DESIGN NUMBER, WHICH IS SELECTED BY THE

ARCHITECT, THE THICKNESS OF THE SPRAYED PROTECTION MATERIAL SHALL

BE INCREASED. INCREASED THICKNESS OF SPRAYED PROTECTION MATERIAL

SHALL BE AS REQUIRED BY THE FORMULA SHOWN ON PAGE 18 OF THE U.L.

FIRE RESISTANCE DIRECTORY 1993 (OR LATEST EDITION) UNDER

ADJUSTMENT OF SPRAYED PROTECTION MATERIAL THICKNESS FOR RESTRAINED

BEAM RATINGS FOR VARIOUS BEAM SIZES.

FOR STEEL COLUMNS SHOWN ON THE DRAWINGS THAT DO NOT MEET THE

MINIMUM SIZE REQUIRED BY THE U.L. DESIGN NUMBER, WHICH IS SELECTED

BY THE ARCHITECT, INCREASE OF THICKNESS FOR THE SPRAYED

PROTECTION MATERIAL SHALL BE AS REQUIRED BY THE FORMULA SHOWN ON

PAGE 19 OF THE U.L. FIRE RESISTANCE DIRECTORY 1993 (OR LATEST

EDITION).

ALL OPEN-WEB STEEL JOIST AND BRIDGING SHALL CONFORM TO THE

STANDARDS OF THE STEEL JOIST INSTITUTE. BRIDGING SHALL CONFORM TO

THE SJI STANDARDS AND SHALL BE WELDED TO THE TOP AND BOTTOM CHORDS

AND TO THE BEAMS AT THE END. ONE JOIST NEAREST COLUMN LINE SHALL

BE FIELD BOLTED, AS PER OSHA STANDARDS, TO PROVIDE LATERAL

STABILITY DURING CONSTRUCTION. THE JOIST MANUFACTURER IS

RESPONSIBLE FOR REVIEWING THE CONSTRUCTION DOCUMENTS TO DETERMINE

IF THERE ARE ANY SPECIAL U.L. REQUIREMENTS WHICH MAY AFFECT THE

JOIST DESIGN AND INCORPORATE THOSE U.L. REQUIREMENTS INTO THEIR

DESIGN.

WHERE LONGSPAN JOISTS OR TRUSSES 40 FEET OR LONGER ARE USED, A

CENTER ROW OF BOLTED BRIDGING SHALL BE INSTALLED TO PROVIDE

LATERAL STABILITY DURING CONSTRUCTION PRIOR TO SLACKING OF

HOISTING LINE. (OSHA 1926.751 (2)).

ALL HANGER LOADS SUSPENDED FROM OPEN-WEB STEEL JOIST THAT ARE

HEAVIER THAN 50 POUNDS PER HANGER ARE TO BE ATTACHED TO THE TOP

CHORD AT A JOIST TOP CHORD PANEL POINT.

PIPES SUSPENDED FROM OPEN-WEB JOIST TO BE SUPPORTED TO EACH JOIST

CROSSED FOR ROOFS AND EVERY OTHER JOIST CROSSED FOR FLOORS. IN

ADDITION, PIPES SHALL BE SUPPORTED TO EACH STEEL BEAM CROSSED.

SEE TYPICAL DETAIL.

ALL STEEL DECK SHALL CONFORM TO THE STANDARDS AND BASIC DESIGN

SPECIFICATIONS OF THE STEEL DECK INSTITUTE. STEEL DECK SHALL BE

ATTACHED TO SUPPORTING MEMBERS AND ADJOINING STEEL DECK SHEETS BY

MEANS OF ELECTRIC ARC WELDING IN ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS. MINIMUM WELDING SHALL BE WITH 5/8" DIAMETER

PUDDLE WELDS TO ALL SUPPORTING MEMBERS, INCLUDING ALL PERIMETER

EDGES, SPACED AT 12" O.C. MAXIMUM. USE WELDING WASHERS FOR DECK

LIGHTER THAN 22 GAGE. FOR DECK SPAN GREATER THAN 5 FEET, THE SIDE

LAPS SHALL BE FASTENED TOGETHER AT A MAXIMUM SPACING OF 3 FEET

O.C. END JOINTS SHALL BE OF OVERLAPPING TYPE WITH A 2" MINIMUM

LAP AND SHALL OCCUR OVER A SUPPORT.

MASONRY:

ALL MASONRY CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF

ACI 530-88 AND ACI 530.1-88, LATEST EDITION.

ALL CONCRETE MASONRY UNITS SHALL HAVE A MINIMUM PRISM STRENGTH OF

f'm = 1800 PSI. ALL MORTAR SHALL BE TYPE M OR S USING PORTLAND

CEMENT AND HYDRATED LIME. MASONRY CEMENT MIX IS NOT TO BE USED.

FILL ALL REINFORCED CELLS, REINFORCED BOND BEAMS OR REINFORCED

CAVITIES WITH ASTM C476 GROUT HAVING A 28 DAY COMPRESSIVE STRENGTH

OF 3000 PSI. LAP MASONRY REINFORCING 48 BAR DIAMETERS. PLACE

GROUT IN LIFTS NOT EXCEEDING 5 FEET. SEE ACI 530.1 - 88 FOR

MAXIMUM POUR HEIGHTS.

STRUCTURAL DRAWINGS SHOW MASONRY WALL REINFORCING FOR SHEAR WALLS

AND LOAD-BEARING WALLS ONLY. ALL OTHER MASONRY REINFORCING IS

INDICATED ON THE ARCHITECTURAL DRAWINGS.

MASONRY COURSING SHOWN ON STRUCTURAL DRAWINGS IS TO INDICATE

MATERIAL TYPE. SEE ARCHITECTURAL DRAWINGS FOR ACTUAL MASONRY

COURSING.

DOWELS FROM FOUNDATION TO MASONRY WALLS SHALL BE GRADE 40.

GENERAL:

CONSTRUCTION METHODS, ERECTION PROCEDURES, AND SAFETY PRECAUTIONS

ARE THE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURAL DRAWINGS

REPRESENT THE FINISHED STATE OF STRUCTURAL ELEMENTS. CONTRACTOR

TO PROVIDE TEMPORARY BRACING FOR ACCURATE PLUMBING AND TO RESIST

ALL WIND, SOIL BACKFILL, AND CONSTRUCTION LOADS. ENGINEERED

STRUCTURAL DESIGN FOR TEMPORARY BRACING, FORMWORK, SOIL RETENTION,

AND SHORING ARE TO BE PROVIDED BY THE CONTRACTOR.

CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS OF JOB

SITE. ANY VARIATION FROM DIMENSIONS OR DETAILS AS SHOWN ON THE

STRUCTURAL DRAWINGS SHALL BE REPORTED TO THE ARCHITECT AND

STRUCTURAL ENGINEER.

EXTRA CARE SHALL BE TAKEN TO PREVENT CAVING AND SLOUGHING OF THE

SIDES OF THE GRADE BEAM EXCAVATION. THE GRADE BEAMS SHALL BE KEPT

CLEAN OF ANY EARTH THAT MAY COME LOOSE FROM THE SIDES AND FALL

INTO THE EXCAVATIONS.

ALL LOOSE SOIL, DEBRIS OR MUD SHALL BE REMOVED FROM THE BOTTOM OF

GRADE BEAMS BEFORE POURING.

EXCAVATIONS FOR FOOTINGS SHALL BE NEAT AND CLEAN OF ALL LOOSE SOIL

OR MUD BEFORE POURING.

FOOTINGS SHALL BE POURED IMMEDIATELY UPON COMPLETION OF EXCAVATION

AND CLEANING OF FOOTING BEARING SURFACE.

CRANES, CONCRETE TRUCKS AND ALL OTHER HEAVILY LOADED VEHICLES ARE

NOT TO BE DRIVEN ACROSS GRADE BEAMS OR ON BUILDING SLABS.

ERECTION OF STRUCTURAL STEEL MAY NOT BEGIN UNTIL CONCRETE

FOUNDATION HAS CURED FOR A MINIMUM OF THREE DAYS. STRUCTURAL

STEEL OR OTHER HEAVY LOADS SHALL NOT BE STOCKPILED ON ANY SLAB

UNTIL IT HAS CURED FOR A MINIMUM OF THREE DAYS.

WHERE A DRILLED FOOTING IS SHOWN ON THE PLAN CLOSER THAN 6'-0"

FROM ANOTHER FOOTING, DRILL ONE FOOTING, FILL WITH CONCRETE AND

LET CURE 24 HOURS BEFORE THE ADJACENT FOOTING IS DRILLED. (6'-0"

DIMENSION IS MEASURED BETWEEN BELLS NOT CENTER TO CENTER.)

FOUNDATION DESIGN AND CONSTRUCTION REQUIREMENTS ARE BASED ON THE

HTS INC CONSULTANTS PROJECT NO.14-S-438. THE CONTRACTOR SHALL OBTAIN

A COPE OF THIS REPORT AND SHALL FAMILIARIZE HIMSELF WITH THE SOILS

CONDITIONS AT THE SITE. IF ANY CONDITIONS DIFFER FROM THIS REPORT

OR IF THERE IS A CONFLICT BETWEEN THE REPORT,THE CONTRACT DOCUMENTS

THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER FOR A

CLARIFICATION. PRIOR TO BIDDING THE PROJECT, IF THE CONTRACTOR

DISCOVERS A CONFILICT BETWEEN THE EXISTING SITE CONDITIONS AND THE

REPORT.DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ARCHITECT

AND ENGINEER FOR ADDITIONAL INSTRUCTIONS PRIOR TO CONTINUATION OF

CONSTRUCTION.

THE USE OF REPRODUCTIONS OF STRUCTURAL CONSTRUCTION DOCUMENTS IN

PLACE OF PREPARATION OF SHOP DRAWINGS IS NOT RECOMMENDED BY THIS

OFFICE. INDEPENDENT PREPARATION OF SHOP DRAWINGS PROVIDES AN

ADDITIONAL CHECK OF ACCURACY, FIT, AND DETAILS THAT IS BENEFICIAL

TO THE CONSTRUCTION PROCESS. BY USE OF REPRODUCTIONS OF THE

CONTRACT DOCUMENTS FOR SHOP DRAWINGS, THE CONTRACTOR SIGNIFIES HIS

ACCEPTANCE OF ALL RESPONSIBILITY THAT INFORMATION ON THE

REPRODUCED DRAWINGS IS CORRECT--AS IF THE DRAWINGS WERE PREPARED

BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR SHALL BE

OBLIGATED FOR ANY JOB EXPENSE AND LIABILITY TO THE ENGINEER AND/OR

ARCHITECT THAT MAY OCCUR DUE TO ANY ERRORS OR OMISSIONS ON

REPRODUCTIONS OF STRUCTURAL DRAWINGS.

REPRODUCTIONS USED AS SHOP DRAWINGS SHALL HAVE TITLES AND SEALS

REMOVED. ELECTRONIC FORMAT OF CADD FILES WILL NOT BE FURNISHED.

DESIGN LOADS:

ROOF LIVE LOAD............... 20 PSF (ROOF PITCH LESS THAN

4:12)

16 PSF (ROOF PITCH 4:12 TO

12:12)

12 PSF (ROOF PITCH 12:12 AND

GREATER)

WIND LOAD.................... PER SECTION 1609 OF THE

INTERNATIONAL BUILDING CODE,

110 M.P.H. BASIC WIND SPEED AND

1.15 IMPORTANCE FACTOR.

S0-1

GENERAL NOTES

ALDINE INDEPENDENT SCHOOL DISTRICT

18028 CHISOLM TRAIL, HOUSTON TX 77060


GREENSPOINT ELEMENTARY SCHOOL

PROJECT TEAM:


CLIENT

MORRIS

ARCHITECT

WONG AND ASSOCIATES

LANDSCAPE ARCHITECT

BROOKS AND SPARKS

CIVIL ENGINEER

SCHMITZ /LAMB ENGINEERS, INC

STRUCTURAL ENGINEER

STANTON ENGINEERING GROUP

MEP ENGINEER

FCA DESIGN

FOOD SERVICE CONSULTANT

NO DATE TITLE

NO DATE TITLE

©

01 02.25.2015

ISSUE FOR PERMIT

02 05.15.2015

ISSUE FOR PERMIT REVISIONS

03 05.29.2015

ISSUE FOR COMPETITIVE PROPOSALS

04 06.12.2015

Addendum 3

1.0 1.0

2.0

3.0

4.0 4.0

5.0 5.0

6.0

7.0

7.6

7.3

6.8

6.6

6.2

4.8

2.5

L

N

N

M

M

K.7

K.7

K J

J

B

B

B.1

B.1

C

C

C.1

C.1

D

D

D.1

D.1

E

E

F

F

G

G

H

H

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

5/16

HSS4X4X

5/16

HSS4X4X

5/16

HSS4X4X

5/16

HSS4X4X

5/16

HSS4X4X

5/16

HSS4X4X

5/16

HSS4X4X

5/16

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

5/16

HSS4X4X

5/16

HSS4X4X

5/16

HSS4X4X

5/16

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

5/16

HSS4X4X

1/4

HSS4X4X

1/4

HSS4X4X

1/4

36"36"42"42"42"42"42"

42"

42"

48"

42"

42"

42"

42" 42"

42" 42"

42"

42"

42"

42"

42"42"42"

42"42"

42"

42"

42"

42"

42" 36"

36"

36"

48"

30"

30"

30"

30"

36"

36"

48" 48"

36"

36"

36"

36"

42" 48" 48" 48" 48" 42"

36"

36"

42" 42"42"36"

42"42"

42" 42"

42"

42"48"48"48"48"48"42"

-

---

-

----

---

-

----

---

-

---2

S4-1

-

---1

S4-1

-

---7

S4-1

-

---2

S4-1

-

---1

S4-1

-

---7

S4-1

-

---2

S4-1

-

---1

S4-1

-

---9

S4-1

-

---9

S4-1

-

---13

S4-2

-

---9

S4-1

-

---14

S4-1

-

---1

S4-1

2S4-1

1S4-1

7 2S4-1

1S4-1

F1

24'-2

1/2

"10

'-7"

24'-2

1/4

"24

'-2 3

/4"

10'-7

"24

'-2 1

/2"

33'-9"33'-9"33'-9"33'-9"33'-9"24'-0"25'-0"26'-3"30'-3"

9'-9"24'-0"9'-9"19'-1 3/4"5'-10 1/2"18'-3"12'-0"

29'-6

"29

'-5 3

/4"

18'-9

"5'

-5 3

/4"

13'-8

1/4

"13

'-0 1

/4"

16'-3

1/2

"

19'-2

1/4

"19

'-2"

12'-0" 12'-0" 16'-10"

36"

16'-11" 16'-11" 16'-10" 16'-10" 16'-11" 16'-11" 16'-10" 16'-10" 16'-11"

36" 36" 36" 36"

12'-6"12'-6"13'-2"13'-1"15'-1"15'-2"9"

36"36"

12'-1

1/2

"9"

12'-1

"12

'-1"

12'-1

1/4

"12

'-2"

12'-0

3/4

"1'

-0 1

/2"

1'-0

1/2

"12

'-1 1

/2"

12'-1

"12

'-1"

1'-0

1/2

"

30"

30"

30"

30"

30"

30"

30"

24"

24"

24" 24"24"

24"

14'-9

"9"

14'-9

"14

'-9"

14'-8

3/4

"1'

-0 1

/2"

36"

36"

12'-1

1/4

"12

'-1"

13'-8

1/4

"13

'-0 1

/4"

16'-3

1/2

"

36"

36"

36"

9"

-2 1/2"

-2 1/2"

-2 1/2"

24" 24"24"

6'-9

"12

'-10

1/2"

S4-1

-

---6

S4-1SIM

F3

6'-0"

F3

F2

F2

F2

F2

-

---11

S4-1

-

---13

S4-2

-

---13

S4-2

1'-0

1/2

"

-

---8

S4-1

6'-0"

R3

-

---8

S4-1-

---2

S4-1

-

---13

S4-1

-

---11

S4-1

23'-11 3/4" 26'-4 3/4"1'-5 3/4"11'-3"

-

---

8

S4-1

C.7 C.6D.6E.6

26'-4 3/4"23'-11 3/4"12'-0"

1'-5 3/4"8"

-2 1/2"

-

---8

S4-1

HSS8X8X

5/16

HSS8X8X

5/16

HSS8X8X

5/16

HSS8X8X

5/16

HSS8X8X

5/16

BRICK VENEEREDCOLUMN TYP.

28/54" 28/54" 28/54" 28/54" 28/54"

-

---

2S4-1

10S4-2 TYP

33'-9"24'-0"26'-3" 5'-10 1/2"

19'-8

1/2

"

19'-1 3/4" 33'-9"24'-0"26'-3" 5'-10 1/2"

19'-8

1/2

"

19'-1 3/4"

----5

S4-2 TYP

SCHMITZ/LAMBENGINEERS, INC.

5629 SCHUMACHER LANEHOUSTON, TEXAS 77057(713) 772-5562 FAX (713) 587-3299COPYRIGHT 2015 ALL RIGHTS RESERVED©

FIRM NO. F-8102






NO DATE TITLE NO DATE TITLE01 02.25.2015 ISSUE FOR PERMIT02 05.15.2015 ISSUE FOR PERMIT REVISION03 05.29.2015 ISSUE FOR COMPETITIVE PROPOSALS04 06.12.2015 ADDENDUM 3 1/8" = 1'-0"

FOUNDATION PLAN AREA A S1-1

3

1.0 1.0

2.0

3.0

4.0 4.0

5.0 5.0

6.0

7.0

7.3

6.8

6.6

6.2

4.8

2.5

L

N

N

M

M K.7

K

K

J

B

B

B.1

B.1

C

C

C.1

C.1

D

D

D.1

D.1

E

E

F

F

G

G

H

H

W14X22W14X22W14X22W14X22W14X22

W16X26W16X26W14X22W16X26W16X26

W12

X14

W12

X14

W12

X14

W12

X14

W14

X22

W12

X14

W12

X14

W16X26W16X26W16X26 W16X26W16X26

W12

X14

W12

X14

W12

X14

W12

X14

W16X26

W14

X22

W14

X22

W14

X22

W14

X22

W14

X22

W16X31W16X26W16X31W16X31 W16X26

W16X26W16X26W16X26W14X22W16X26

W14X22W14X22W14X22W14X22W14X22

W16X26W14X22W16X26W16X26

W16X31W16X26W16X31W16X31

5'-0"

W14X22W16X26

W14X22

W14

X22

W14

X22

W12

X14

W14

X22

W14

X22

W12

X14

W14

X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W12X14W12X19

W16

X26

W14

X22

W14

X22

W16

X26

W16

X26

W16

X26

W16

X26

W16X26W18X35

W14

X22

W16

X26

W14

X22

W14

X22

W14

X22

W14

X22

W14

X22

W14

X22

W14

X22

W14

X22

W16

X26

W14

X22

W16

X26

W12X14

W12X14 W12X14 W12X14

5'-0"5'-0"5'-0"

5'-0" 5'-0" 5'-0"

5'-0"

5'-0" 5'-0" 5'-0" 5'-0"

5'-0"5'-0"5'-0"5'-0"

5'-0"

5'-0"

5'-0"5'-0"5'-0"

5'-0

"

W16

X26

4'-0

"

4'-0

"

4'-0

"

5'-0"

24'-2

1/2

"10

'-7"

24'-2

1/4

"24

'-2 3

/4"

10'-7

"24

'-2 1

/2"

33'-9"33'-9"33'-9"33'-9"

33'-9"24'-0"26'-3"

30'-3"

9'-9"24'-0"9'-9"

5'-10 1/2"

18'-3"12'-0"

29'-6

"29

'-5 3

/4"

18'-9

"5'

-5 3

/4"

13'-8

1/4

"13

'-0 1

/4"

16'-3

1/2

"

19'-2

1/4

"

-

---S6-12

-

---S6-12

-

---S6-121

-

---S6-37 TYP

-

---1

S6-1

-

---

-

---S6-11-

---S6-11

-

---S6-121

-

---S6-12

-

---S6-221

-

---S6-13

-

---S6-17

-

---S6-14

-

---S6-13

-

---S6-1

4

-

---S6-2

21

-

---S6-17

S6-116

-

---S6-114

-

---S6-13

-

---S6-16

16K216K2

12K1

16K2

16K2

16K2

16K2

12K1

18K3

16K2

16K2

12K1

16K2

14K1

16K2 16K2

12K112K1

12K1

16K2

16K2

16K2

S6-312

A

RD

R2

5'-0"5'-0"

5'-0

"

5'-0

"

BRACE HEADERSUPPORT TOOUTSIDE THIS WALL

5'-0"

R1

A A

A-9

A-3 A-9

A

A-6

A+17 A+3

W12

X14

W16

X26

S6-121

RD

A-9

5'-0"

A-3 A-9 A-3 A-9

R8 5'-0"RD

R8

R8

XB1 XB2

XB3

W12

X14

8" 2 1/2" 4 1/4"

XB3

4 1/4"

XB4

XB3

7 1/4" 2 1/2"

8"

XB3

1 1

/2"

XB3

2 1/2"

W12

X14

XB1 XB2

6"

1

1/2

"

XB1 XB2

6 1/

4"

1

1/2

"

4 1/4"

XB3

5 1/2"

XB3

1 1/2"

7 3/

4"

XB3

2 1

/2"

W14

X22

R4R8

R4R4R4R8

R8

R8

R8

R8

5'-0"

6"

2" E

J

W12X14

R2 A

1'-0

1/2

" 1'-6

1/2

"

A

R6 R8

A+3

R8 R8 R8

4'-0

"

RDRD

A-18

A-3

9" 9"

9"9"

E.6

-

---

-

---

14S6-1

16

S6-1

12'-0" 23'-11 3/4" 26'-4 3/4"

16K2

14K1

12K1

-

---S6-221

-

---S6-16

W16X26

-

---S6-12

-

---

18AS6-1

RD

XB3 4 1/

4"

-

---S6-16

9'-9"

EDGE OF ALUM.CANOPY ABOVE

14' -

9"

6" x 12" PRE-FINISHEDALUM. BEAMS

EDGE OF ALUM. CANOPY ABOVE26' - 3" 27' - 0"

17'-1

1 1/

2"

19'-8

1/2

"12

'-9"

W12X16

W12X16

HSS5X5X1/4 HSS5X5X1/4

HSS5X5X1/4

19'-1 3/4"

W12

X40

HSS5X5X1/4

1'-3

"

W12

X40

W12X40

4'-0"

OPEN

12K1

6'-0

"

16K2

WOOD CURB

JOIST HEADER TYP

13'-1

1/2

"5'

-0 3

/4"

2 1/

2"

OPEN

4'-0"

2'-0

"4'

-2"

4'-5

"

2 1/

2"

OPEN

OPEN

OPEN

12K1

OPEN

2 1/

2"2

1/2"

21

S6-2

-

--- -

---

DECK SPANDECK SPAN

BRICK VENEEREDCOLUMN TYP.

-

---S6-322 OPP HAND

-

---S6-316

-

---S6-316

-

---S6-319

-

---S6-322

-

---S6-320

-

---

7 TYP

S6-36 TYP

13'-2

1/4

"6'

-0"

5'-0

1/2

"

11'-10 1/2"17'-10 1/2"

4'-0" 11'-10 1/2"17'-10 1/2"

SEE SKYLIGHTS BETWEENGRIDS 2 &4 FOR ADDITONALDETAILS AND DIMENSIONS



17'-10 1/2" 11'-10 1/2"

12K1 3.5K2

3.5K2

3.5K

23.

5K2

3.5K

23.

5K2

3.5K

23.

5K2

4'-0" 11'-10 1/2"17'-10 1/2"

2'-0

"4'

-5"

3'-2

"

3.5K2

11'-2

1/2

"4'

-0"

8'-1

1 3/

4"

6'-0" 6'-9 1/2"12'-2 1/2"

4'-0

"

6'-0" 8'-1

1 3/

4"11

'-3 1

/4"

6'-3 3/4" 6'-10"



FIRM NO. F-8102







ROOF PLAN AREA A S3-1

3

3

3

3

7.0

8.0 8.0

9.0

10.0

11.0

12.011.8

11.7

10.4

10.1

9.8

9.39.2

7.6

7.3

6.8

6.6

N

N

M

K.8

K.7 J

J

B

B

C

C

D

D

E

E

F

F

G

G

H

H

W12

X14

W12

X14

W12

X14

W14

X22

W14

X22

W18X40W18X50

W18

X40

W18

X40

W18X50 W18X40

W16

X26

W16X26

W16X26W16X26

W14X22W16X26

W16X26

W16X31W16X26W16X31W16X31

W16X26W16X26W16X26W16X31W16X26

W16X26

W16X26

W16X26W14X22W16X26W16X26

W16X26

W12

X14

W14X22

W14

X22

W14

X22

W12

X14

W14

X22

W14

X22

W14X22

W14X22

W14X22

W14X22

W14

X22

W18X40W16X26

W18X40W16X26

W14

X22

W14

X22

W14

X22

W14

X22

W14

X22

W18

X35

W14

X22

W14

X22

W14

X22

W14

X22

W14

X22

W16

X26

W14

X22

W14

X22

W16

X26

W14

X22

W14

X22

W16

X31

W16

X31

W18X35

W12X14 W12X14 W18X35

W16X50 W16X50

W16

X31

W12

X14

LL

W18X40

W16

X50

W16

X31

16K2

L

L

5'-0"

5'-0" 5'-0" W14

X22

W14

X22

W14

X22

W14X22 W14X22

W16

X26

W14

X22

W16

X26

W14X22 W14X22

4'-0

"

4'-0

"

4'-0

"

4'-0

"

4'-0

"

4'-0

"

4'-0

"

5'-0"

5'-0"

5'-0" 5'-0"

24'-2

1/2

"10

'-10

1/2"

30'-5

"

30'-5

"

10'-1

0 1/

2"

16'-3

1/2

"16

'-0"

15'-3

3/4

"27

'-0"

13'-0

"23

'-6 1

/4"

1'-9

"

19'-2

"19

'-2"

19'-2

"23

'-11

1/4"

W18X35W16X26W18X35

W18X35W16X26W18X35

W16

X26

W14X22W14X22

W18

X40

W14

X22

W14

X22

-

---S6-12

-

---S6-121

-

---S6-121

-

---S6-221-

---S6-1L11

-

---S6-1H9

-

---S6-3L

16

-

---S6-1H

8

-

---S6-13

-

---S6-14

-

---S6-1

4

-

---S6-2

21

-

---S6-114

-

---S6-13

-

---S6-16

-

---S6-11H9

-

---S6-1L11

-

---S6-14

-

---S6-13

-

---1

S6-1

-

---S6-1

3

-

---S6-1

7

-

---19

S6-1L-

---19AS6-1L

-

---

4S6-1

----2

S6-3L

16K2

16K2

18K3

12K1

18K3

12K1

16K216K2

12K112K112K1

18K3

18K3

HH

H

36LH

09

24K7

12K1

12K1

14K1

16K2

4'-0

"

12K1

16K2

12K1 12K1

12K1

16K2 16K2

16K2

5'-0"5'-0"

R1

A-6

W12

X14

W16

X26

XB3

7 1/2" 2 1/2"

XB3

4 1/4"

XB2XB1

6 1/

2"

1

1/2

"

W12

X14

4 1/4"

XB5

XB1 XB2

10"

1 1

/2"

XB3

7 1/2" 2 1/2"

W12

X14

8" 2 1/2" 4 1/4"

XB3

5 1/2"

XB3

1 1/2"

7 3/

4"

XB3

2 1

/2"

R8

5'-0"

4'-0

"

RD

R8

R8

A

A

LL

HH

H

H H

L

H

H

LL

LL

B-15

LL

H

LL

L H

B

B B-15

RD

A-18

RD A-18

A-14 A-6

RD

A-14 A-6

A-14 A-6

A-18

RD

A-8 1/2

R8

R8

R8

5'-0"

A+17

A-8 1/2

B

A

A-6

A-3

A-6

A-3

B+11

RD

RD

W12X14

10"XB3

1

1/2"

A+17

C.7 C.6D.6E.6

12'-0" 23'-11 3/4" 26'-4 3/4"

-

---

-

---

14S6-1

16

S6-1

12'-0" 23'-11 3/4" 26'-4 3/4"

12K1

K.5

8S6-1H

16K2

14K1

12K1

W18X35 W12X14L

L L

32'-8" 29'-8 1/4" 19'-1 3/4" 24'-0"

F.1

28'-11 1/2" 4'-9 1/2" 17'-9" 16'-0" 14'-0" 19'-9" 6'-5" 1'-5" 25'-11" 33'-9"

W16X26

-

---S6-12

11'-7 3/4" 18'-0 1/2"

RD

RD

W18

X40

12K1

5'-0"

W12

X14

W18

X40

W12

X14

5'-0"

OPEN

OPEN

OPEN

OPEN

OPEN

OPEN

OPEN

OPEN

12K1

12K1

2"







3.5K2

3.5K2

3.5K2

3.5K2

3.5K

23.

5K2

3.5K

23.

5K2

12K1

12K1

2'-0

"4'

-8 1

/4"

4'-2

1/4

"4'-0" 9'-3 1/4"

4'-0" 9'-3 1/4"

6'-0

"8'

-2 1

/2"

16'-2

1/2

"6'

-0"

8'-2

1/2

"16

'-2 1

/2"

4'-0" 9'-3 1/4"4'-5 3/4"

4'-5 3/4"

4'-5 3/4"

2'-0

"4'

-8 1

/4"

4'-2

1/4

"

4'-0" 9'-3 1/4"4'-5 3/4"

3.5K2

3.5K2

3.5K2

3.5K2

4'-0

"3'

-10"

8'-3

"4'

-0"

1'-9

"5'

-2 1

/4"

4'-0

"

2'-9

3/4

"4'

-0"

6'-2

"3'

-9 1

/2"

4'-0

"8'

-7 1

/2"

6'-3 3/4" 6'-0" 6'-10"

6'-5 3/4" 6'-0" 6'-9 1/2"

6'-3 3/4" 6'-0" 6'-10"

6'-0" 6'-9 1/2"6'-4 1/4"



FIRM NO. F-8102







ROOF PLAN AREA B S3-2

3

3

3

12.0

13.0 13.0

14.0

15.0

16.0

17.0

18.0

19.0 19.0

20.0

19.3

19.2

18.3

16.4

14.6

11.8

N

N K.9 K.8

J

J

B

B

B.1

B.1

C

C

C.1

C.1

D

D

D.1

D.1

E

E

F

F

G

G

H

H

13.1

W16

X26

W12

X14

W14

X22

W12

X14

W12

X14

W12

X14

W16X26

W14X22W14X22W14X22W14X22W14X22

W12

X14

W16X26

W14X22W16X26

W16X26

W12

X14

W12

X14

W12

X14

W16X26W14X22W14X22 W16X26W16X26

W16X31W16X26W16X31W16X31 W16X26

W16X26W16X26W16X26W14X22W16X26

W16X26W16X26

W14X22W16X26

W16X26

W16X26W14X22W16X26W16X26 W16X26

W16X26W16X26W14X22W16X26W16X26

W16X26W16X26W14X22W16X26W16X26

W14X22W14X22

W14X22

W14

X22

W14X22

W12

X14

W12

X19

W16X50 W16X50

15.3

W16

X26

W18

X35

W16X26

W12X19

W16X45W16X50

W18X35 W18X35

W12

X14

W12

X14

W12

X14

W18

X35

W18

X35 16K2

W18

X35

W18

X35

W16X26

W8X

40

W8X

40W18X35

W16X26

12K3

L

L

L

L

LL

W14X22

W18X40

W18X40

W18X40

W18X40

W18X40

W18X40

W16

X50

W18

X50

W18

X50

W18

X50

W16

X31

16K2

16K2

L

LL

LL

5'-0"

5'-0" 5'-0"

5'-0"

5'-0"

5'-0"5'-0"5'-0"5'-0"

5'-0" 5'-0" 5'-0" 5'-0"

5'-0"5'-0"5'-0"5'-0"

5'-0" 5'-0" 5'-0" 5'-0"

5'-0"5'-0"5'-0"

5'-0" 5'-0" 5'-0" 5'-0"

W14

X22

W16

X26

5'-0"5'-0

"

4'-0

"

5'-0"

5'-0" 5'-0"

9"24

'-2 1

/2"

23'-5

1/2

"10

'-7"

24'-2

1/2

"24

'-2 1

/2"

10'-7

"24

'-2 1

/2"

1'-9

"26

'-2 1

/2"

17'-8

"24

'-3"

28'-5

1/4

"30

'-6 3

/4"

22'-1

1/2

"7'

-3"

33'-7

"

17'-1

"5'

-0 1

/2"

30'-6 1/2" 31'-10"

32'-8" 29'-8 1/4"

19'-1 3/4" 24'-0" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9"

33'-9" 33'-9"

W16

X26

W16

X26

W16

X26

W16

X26

W14X22W14X22

W14X22W14X22

W18

X40

W18

X35

W18

X40

W18

X40

-

---S6-12

-

---S6-121

-

---S6-12

-

---S6-121

-

---S6-12

-

---

-

---

-

---S6-221

-

---S6-221

-

---S6-221-

---S6-1L11

R1

-

---S6-1L

12

-

---S6-3L

11

-

---S6-1H

8

-

---S6-3

13

-

---S6-1

4

S6-1

1S6-3

-

---9

S6-3

-

---

21S6-1

-

---

1AS6-3

-

---

5S6-3H

-

---

13S6-1L

-

---19

S6-1L-

---19AS6-1L

-

---

3S6-1

-

---S6-118

-

---9

S6-3

-

---

2S6-1

-

---

1S6-1

-

---

22S6-1

----

----

----

3S6-3L

8S6-3L

2S6-3L

12K1

16K2

16K2

12K1

16K2

16K2

16K2

12K1

16K2

12K1

16K2

16K2

12K112K112K1

36LH

07

HH

H

36LH

09

16K2

12K1

20K3

20K3

14K3

14K3

H H

16K2

16K2

16K2

R1

HR1

9A

XB1 XB21'-0

1/2

"

1

1/2

"

XB1 XB2

9 3/

4"

1

1/2

"

W12

X14

XB3

11 3/4" 2 1/2"

XB3

XB3

7 1/2" 2 1/2"

XB3

4 1/4"

4 1/4"

XB2XB1

6 1/

2"

1

1/2

"

W12

X14

7 1/2" 2 1/2"

A

A

A

A-18

RDR8

5'-0"

A+17

B

A

B+11

A+3

A

R2

A

A

R2

R8

R8

R8

R8

R8

R8

R8

R8

A+17

A+17

A+14

B+6

B+6

B+11 B

B-6

B-3

A

A

A-8

A

A

A+7

A+6

A+7

A+10

A+3

A+10

A-1 1/2"

A+7

A-9

RD B-64'-0

"

RD

4'-0

"

R2

S6-1

7

RD

D.6

E.6

5'-0

"

RD

MOMENT CONNON HIGH & LOWBEAMS TYP

5'-0

"

RD

A-4

RD

R2

A A16

'-9 1

/2"

16'-9

1/2

"

4'-0

"

K.5

8S6-1H

W18X35 W12X14L

L L

32'-8" 29'-8 1/4" 19'-1 3/4" 24'-0"

F.1

F.1

28'-9"

28'-9" 5'-0"

28'-11 1/2" 4'-9 1/2" 17'-9" 16'-0" 14'-0" 19'-9" 6'-5" 1'-5" 25'-11" 33'-9"

11'-7 3/4" 18'-0 1/2"

A+9 A+7

A-12 A-12

RDRD

A-12 A-6

RD

R2

A+3

W18

X40

4'-9 1/2"

OPEN

OPEN

OPEN

OPEN

OPEN

OPEN

OPEN

12K1

12K1

2"





12K1

12K1

4'-0

"

12K1

12K1

-

---

3.5K

23.

5K2

3.5K

23.

5K2

3.5K

23.

5K2

3.5K

23.

5K2

4'-2

1/4

"

4'-0" 9'-3 1/4"4'-5 3/4"

2'-0

"4'

-2"

4'-5

"4'-0"8'-1 1/2" 11'-10 1/2"

4'-0" 11'-10 1/2"8'-1 1/2"

6'-0

"5'

-0 1

/2"

13'-2

"

4'-0"8'-1 1/2" 11'-10 1/2"

6'-0

"13

'-2"

5'-0

1/2

"

2'-0

"4'

-5"

4'-2

"

4'-0" 11'-10 1/2"8'-1 1/2"

11'-0

"9'

-2 1

/2"

6'-0" 30'-10"6'-3 3/4"

4'-0

"8'

-9"

11'-5

3/4

"

6'-0" 30'-9 1/2"6'-4 1/4"



FIRM NO. F-8102







ROOF PLAN AREA C S3-3

3

3

10

25TYPICAL FOOTING DETAIL

9

6" MIN

8

SEE

PLA

N/A

RCH

2 3

1'6

"

1

14TYPICAL SLAB DROP DETAIL

NO SCALEBEAMS & WALLS

EQEQ

PLAN VIEW

CONST JOINT LOCATION CRITERIA:

TYPICAL CORNER BAR (PLAN DETAIL)

TYPICAL SPANS

12

CANTILEVER

TO BE USED IF SLAB IS POURED PRIOR TO STEEL ERECTION

TYPICAL INTERIOR COLUMN BLOCKOUT

EQUAL EQUAL

SEE PLANS FOR ADDITIONAL REINFORCEMENT NOTED

TYPICAL BAR PLACEMENT (ELEVATION VIEW)18

13

1-1/2"

NO SCALE

EQ

ELEVATION VIEWTYPICAL GRADE BEAM CONST JOINT22 NO SCALE

TYPICAL STIRRUP PLACEMENT (ELEVATION VIEW)SEE PLANS FOR ANY ADDITIONAL OR SPECIFIC STIRRUP SPACING

TYPICAL GRADE BEAM REINF. DETAIL 23

2'6"

3"3" 3" STD TIE SPACING

1'6"

STD TIE SPACING

11

3"

TO BE USED IF SLAB IS POURED PRIOR TO STEEL ERECTION

TYPICAL EXTERIOR COLUMN BLOCKOUT

2'0" MIN.

3" 3" 3" STD TIE SPACING

2'0" MIN.

STD TIE SPACING

16

3"

GRADE BEAM LARGER THAN 3" DIAMTYPICAL HORIZONTAL HOLE THRU ELEVATION VIEW -

2'0" MIN.2'0" MIN.

21

PLAN VIEW -

GRADE BEAM LARGER THAN 3" DIAMTYPICAL VERTICAL HOLE THRU

1'-2"

4 1/2"

2'-0"

6"

9"

1'-2"

12'-0"

2'-6"

8'-0"

6" M

IN

2'-6" M

IN

4'-0" F

OR

6'-0" &

8'-0" H

IGH

FE

NC

E

1'-0"

6"

15

4 1/2"

24

1

2

1 2

1'-5"

1'-7"

8"

10"

1'-9"

1'-11"

3"

1'-11"

2'-0"

2'-9"

28" DIAM

SHAFT

(8) - #8 VERT WITH 8" 90 DEGREE

BEND ON TOP. NOTE PLACEMENT

IS CRITICAL FOR CLEAREANCE OF

ANCHOT BOLTS

#4 TIES AT 18"

O.C.

15"x15"x1

1

2

" BASE PLATE WITH (8)

- 1 1/4" ANCHOR BOLTS

1'-0"

HSS 8x8

COLUMN ABOVE

(4) #4 HORZ HOOPS

IN CONC CAP

(5) #4 VERT HOOPS

IN CONC CAP NOTE VERT

HOOPS CAN BE MADE IN

TWO PIECES AS SHOWN

ADD (2) #4

HORZ TOP &

BOTT

5

15"x15"x1

1

2

" BASE PLATE

WITH (8) - 1 1/4"

ANCHOR BOLTS

HSS 8x8 COLUMN

9"

2'-6"

EM

BE

D 2

'-2"

(8) - #8 VERT WITH 8" 90

DEGREE BEND ON TOP. NOTE

PLACEMENT IS CRITICAL FOR

CLEAREANCE OF ANCHOT

BOLTS

(4) #4 HORZ HOOPS

IN CONC CAP

(5) #4 VERT HOOPS

IN CONC CAP

28" DIAM SHAFT

ADD (3) - #4 TIES AT

3" O.C. IN TOP

1'-8" LEG

BRICK COLUMN

FILL CAVITY WITH GROUT

ABOVE SURROUNDING

WALK AND WEEP HOLES

FIN FLR ELEV

FOUNDATION DETAILS





PROJECT TEAM:


CLIENT

MORRIS

ARCHITECT

WONG AND ASSOCIATES

LANDSCAPE ARCHITECT

BROOKS AND SPARKS

CIVIL ENGINEER


STRUCTURAL ENGINEER


MEP ENGINEER

FCA DESIGN


NO DATE TITLE

NO DATE TITLE

©

01 02.25.2015

ISSUE FOR PERMIT

02 05.15.2015


03 05.29.2015


04 06.12.2015

Addendum 3

S4-2

21 22 24 25

2019

16

1514131211

109876

5

432

1

SE

E P

LA

N

5" LH

JO

IS

T @

1B

BOND BM

SCHD COL

BRACE

VARIES 7" TO

13"

VA

RIE

S 4

" TO

10"

WD BLK

MAS ANCH

MAS DWL

ANCH

BENT PLT 4" (H) x

AS REQ'D (V) x1/4" x

0'-4" @36" O.C.

CONT L (4 x3 x1/4 LLV)

RF DK

FIB JNT

1'-1

"

BEAM TOCANTILEVER OVERSEAT

2" E.J.

W14X43 SEATBEAM WELDED TOCOL

12/S6-1 OH

PLAN VIEW @ ELEV. 14'-0" ±PLAN VIEW @ ELEV. 14'-0" ±

BEAM TOCANTILEVER OVERSEAT

2" E.J.

OUTLK L (2x2x1/4")WELDED TO BEAM AT48" O.C. & 6" FROMENDS TO SUPPORTEDGE ANGLE

1'-1"

1'-9"

1'-1"

W18

W12

W18

W14

CAP PLT

SCHD COL

BRACE

RF DK

SE

E P

LA

N

5"

MAS DWL

3/4"∅ NUTS WELDED

TO BM FLANGE AT

EA MAS. DWL ANCH

ANCH

BOND BM

OUTLK L WELDED TOBEAM AT 48" O.C. & 6"FROM ENDS TOSUPPORT EDGE ANGLE

2" E.J.1'-1"

1'-3"

W14

W18

W18

W14x43 SEAT BEAMWELDED TO COLUMN

2" E

J

W18 SCHD COL

LLH AT 36" O.C.)

(4x3x1/4"x0'-4"

CLIP L

7" @

8

(2x2x1/4"

OUTLK L

WD BLK

FIB JNT

(2 1/2x2 1/2x1/4")

RF DK

JST BRDG

SE

E P

LA

N

JST

@ 36" O.C.)

CONT L

JOIST HEADER BY

JOIST MANUF.


RF DK

FIB JNT

3 1

/2"

JOIST HEADER BEYOND

BY JOIST MANUF.

RF DK

FIB JNT

AROUND OPNG.

MITER CORNERS & WELD


AROUND OPNG.

MITER CORNERS & WELD

RF DK

WD BLK

BLDG LN

@ 24" O.C.

LAG SCREWS

W/ 3/8"

CONT L

(5x3x1/4 LLV)

1'-1"

CMU-SEE SCHEDULE S0-1

CMU SHEARWALL @ 12A

FOR REINF (@ 12) OR

2" E.J.

CONT PLT

(3x1/4")

STD (BM TO BM) CONN

SEE 11/S6-1

FOR OTHER NOTES

OUTSIDE WOOD CURB DIMENSION

1'-3"

2" E.J.

1'-9"

11/S6-3 OH

PLAN VIEW @ ELEV. 14'-0" ±

W14X43 SEATBEAM WELDED TOCOL

1'-1"

W18

W18 W12

W18

2" E.J.

2" E.J.

9"

1'-9"

1'-3"

2" E.J.

CONNECT BEAMS

DO NOT CONNECTACROSS E.J.

FIB JNT

SE

E P

LA

N

WD BLK

RF DK

CONT L

(5x3x1/4 LLV)

W/ 3/8"

LAG SCREWS

@ 24" O.C.

THIS BAY

ADD X-BRACING

FIB JNT

SE

E P

LA

N

WD BLK

RF DK

CONT L

(5x3x1/4 LLV)

W/ 3/8"

LAG SCREWS

@ 24" O.C.

BOND BMMAS DWL

ANCH

SCHD COL

LLH AT 36" O.C.)

(4x3x1/4"x0'-4"

CLIP L

7"

WD BLK

FIB JNT

(2 1/2x2 1/2x1/4")

RF DK

JST BRDG

SE

E P

LA

N

JST

CONT L

10"

4 1/2"

1A & 1B NOTED

3 1/2"

CONNECT BEAMS

1'-9"

NOTED ON PLAN

4"

6"

OUTSIDE WOOD CURB DIMENSION

NOTED ON PLAN

SEE ARCH DWG FOR ALUM

SEE 10/S6-03 FOR

MOMENT CONNECTION

ELEV 13'-4"

CANOPY AND LOUVER

BRICK COLUMN

CLEAR

ALL WELDS TO BE TESTED &CERTIFIED BY INDEPENDENTTESTING LAB

COLUMN CAP PLATEEQUAL IN THICKNESSTO LARGEST BEAMFLANGE THICKNESS(MINIMUM 1/2")

NOTE: OTHER STRUCTURE

TO LARGEST BEAMEQUAL IN THICKNESS

FULL MOMENTPENETRATION WELDPENETRATION WELD

FULL MOMENT

FLANGE THICKNESS

EACH SIDE OF COLSTIFF PLT WELDED

BACKING BAR

OMITTED FOR CLARITY1/8" MAX

BEAM TO COLUMN MOMENT CONNECTION BEAM TO COLUMN MOMENT CONNECTION

1/8" MAXCLEAR

BACKING BAR

STIFF PLT WELDEDEACH SIDE OF COLEQUAL IN THICKNESSTO LARGEST BEAMFLANGE THICKNESS

FULL MOMENTPENETRATION WELD

FULL MOMENTPENETRATION WELD

NOTE: OTHER STRUCTUREOMITTED FOR CLARITY


3/8" STIFF PLTON CL BEAM

CAP PLTTHICKNESS EQUALTO LARGEST BEAMFLANGE AND 2" WIDERTHAN BEAM WIDTH

FLANGE PLTTHICKNESS EQUAL TO LARGESTBEAM FLANGE AND 2" WIDERTHAN BEAM WIDTH

WELD CAP PLTAND STIFF PLTTO BEAM WITHFILLET WELD SIZE1/8" LESS THANTHICKNESS OFMEMBERS BEINGJOINTED, WELDALL AROUND

FULL MOMENTPENETRATION WELDTOP & BOTTOM


NOTE: OTHER STRUCTUREOMITTED FOR CLARITY

BEAM TO BEAM MOMENT CONNECTION

HSS 8x8 COLUMN

ELEV 15'-4"

1'-5

"

ELEV 8'-2 1/2"

1'-0" 1'-9"

1'-5 1/2"

PIPE BRACE BY ALUMDECK MANUF.

ALUM DECK ANDFRAMING BY CANOPYMANUF.

HSS 6x6x14" WELDED TO

TUBE COLUMN WITH12" CAP PLT.

11"x7"x38" EA SIDE OF

ALUM TUBE WITH GAGEOF 61

2". PROVIDE11"x7"x3

16" PLASTICSHIM BETWEEN ALUMTUBE & PLATES ASBOND BREAKER

HSS 8X8 COLUMN

(2) - 34" THRU BOLTSWITH 71

4" LONG PLASTICTUBE BETWEEN BOLTSAND ALUM TUBE ASBOND BREAKER

RF DK

CLG

6"

2"

1"

ELEV 14'-6"

ELEV 13'-4"

HSS 5x5x14" MITER ENDS

AND WELD TO W12x40AND AT CROSSING

W12 x40

SEE 21/S6-01FOR OTHER NOTES

ALUM DECK ANDFRAMING BY CANOPYMANUF.

SEE ARCH DWG FOR ALUM

ELEV 13'-4"

CANOPY AND LOUVER

ELEV 9'-0"

1'-0" 2'-3"

1"

HSS 5x5x14" MITER ENDS

AND WELD TO W12x40AND AT CROSSING

ALUM PIPE HANGERAND CONNECTION TOSTEEL BEAM BYCANOPY MANUF.CONTRACTOR TOCOORDINATE

6"x12" ALUM BEAM BY

CANOPY MANUF CONNECT TO

HSS 8x8 COL PER 22/S6-03

CANOPY MANUF CONNECT TO

PROVIDE A MINIMUM OF

A 3/4" SOFT JOINT BETWEEN

THE BRICK AND ANY STEEL

THAT PENETRATES THE BRICK

ELEV 14'-6"

3

3

3

3

3

3

3

3

3

ROOF FRAMING DETAILS





PROJECT TEAM:


CLIENT

MORRIS

ARCHITECT

WONG AND ASSOCIATES

LANDSCAPE ARCHITECT

BROOKS AND SPARKS

CIVIL ENGINEER


STRUCTURAL ENGINEER


MEP ENGINEER

FCA DESIGN


NO DATE TITLE

NO DATE TITLE

©

01 02.25.2015

ISSUE FOR PERMIT

02 05.15.2015


03 05.29.2015


04 06.12.2015

Addendum 3

S6-3