ADDENDUM #3 (47 Pages), September 1, 2015 · ADDENDUM #3 . Mesa Vista Consolidated Schools / Ojo...

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ADDENDUM #3 (47 Pages), September 1, 2015 RE: Mesa Vista Consolidated Schools Ojo Caliente Elementary School Ojo Caliente, NM 87549 From: FBT Architects 6501 Americas Pkwy NE Suite 300 Albuquerque, New Mexico 87110 505.883.5200 To: Prospective Offerors Previously Issued: Addendum #2 - August 27, 2015 PROPOSAL DUE DATE: 10 September, 2015 - 2:00PM LOCAL TIME LOCATION: Mesa Vista Consolidated Schools

Highway 285, Junction 111, Ojo Caliente, NM 87549 Attn: Mr. Ernesto Valdez The following revisions shall be incorporated into the Specifications and Drawings for the above-referenced project. SPECIFICATIONS

1. SECTION 10 7113 EXTERIOR SUN CONTROL DEVICES A. DELETE this section completely. Louvers shall be attached to window frames as part of

storefront system 2. WAGE RATES

A. REPLACE labor rates page (1 page - Attachment #1) 3. HVAC AND CONTROLS CONSTRUCTION CHECKLIST

A. ADD this section (27 pages - Attachment #2) 4. SECTION 12 2413 ROLLER SHADES

A. REMOVE section 2.4. No motorized roller shades will be required for this project. See drawings section in this addendum for revised schedule

DRAWINGS 1. Architectural A. Sheet 1.AD-101: ARCHITECTURAL DEMOLITION PLAN – MIDDLE AND HIGH SCHOOL - RENOVATION

i. REVISE Drawing A1/1.AD-101 HS Admin floor plan per attached Sketch SKA-001. B. Sheet: COVER

i. REVISE NOTES FOR ALTERNATE #4 REGARDING CONDUIT per attached Sketch SKA-002. C. Sheet: 2.A-101A

i. REVISE KEYED NOTE #052 TO READ: “ROUGH-IN FOR SHORT THROW PROJECTORS ON WALL ABOVE BOARDS. SEE SPECIAL SYSTEMS DRAWINGS”.

D. Sheet 2.A-131: ROOF PLAN i. REVISE GENERAL NOTES, ROOF COMPOSITION LEGEND AND KEYED NOTES per attached

Sketch SKA-003.

ADDENDUM #3 Mesa Vista Consolidated Schools / Ojo Caliente Elementary School

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E. Sheet 2.A-141: ROOF DETAILS i. REVISE DETAIL A2 per attached Sketch SKA-004.

F. Sheet 2.A-141: ROOF DETAILS i. REVISE DETAIL C5 per attached Sketch SKA-005.

G. Sheet 2.A-141: ROOF DETAILS i. REVISE DETAILS E1 AND E2 per attached Sketch SKA-006.

H. Sheet 2.A-142: ROOF DETAILS i. REVISE DETAIL B3 per attached Sketch SKA-007.

I. Sheet 2.A-142: ROOF DETAILS i. REVISE DETAIL A5 per attached Sketch SKA-008.

J. Sheet 2.A-142: ROOF DETAILS i. REVISE DETAIL B4 per attached Sketch SKA-009. REMOVE 5/8” SHEATHING AT MASONRY.

K. Sheet 2.A-142: ROOF DETAILS i. REVISE DETAIL C2 per attached Sketch SKA-010.

L. Sheet 2.A-142: ROOF DETAILS i. REVISE DETAIL D1 per attached Sketch SKA-011.

M. Sheet 2.A-143: ROOF DETAILS i. REVISE DETAILS A1 AND A3 per attached Sketch SKA-012.

N. Sheet 2.A-201: BUILDING ELEVATIONS i. REVISE KEYED NOTE #204 TO READ: “ALUMINUM SUNSHADE BY WINDOW

MANUFACTURER. ATTACH DIRECTLY TO WINDOW SYSTEM”. O. Sheet 2.A-312: WALL SECTIONS

i. REVISE DRAWING A5 per attached Sketch SKA-013. P. Sheet 2.A-314: WALL SECTIONS

i. REVISE KEYED NOTE #375 TO READ: “3 COAT STUCCO SYSTEM OVER 2” EXTERIOR CONTINUOUS INSULATION OVER FLUID APPLIED VAPOR AND AIR BARRIER OVER MASONRY. SEE ELEVATIONS FOR COLOR AND FINISH”.

Q. Sheet 2.A-315: WALL SECTIONS i. REVISE DETAIL B4 per attached Sketch SKA-014.

R. Sheet 2.A-315: WALL SECTIONS i. REVISE D3/2.A-315 TO REMOVE 5/8” EXTERIOR SHEATHING FROM MASONRY.

S. Sheet: 2.A-401 / Sheet: 2.A-402 / Sheet: 2.A-403 i. REVISE KEYED NOTE #444 TO READ: “ROUGH-IN FOR SHORT THROW PROJECTORS ON WALL

ABOVE BOARDS. SEE SPECIAL SYSTEMS DRAWINGS”. T. Sheet 2.A-601: DOOR AND WINDOW SCHEDULE

i. REVISE ROLLER SHADE SCHEDULE per attached Sketch SKA-015. U. Sheet 2.A-611: DOOR AND WINDOW DETAILS

i. REVISE A1/2.A-611 AND A2/2.A-611 TO REMOVE EXTERIOR SHEATHING. V. Sheet 2.A-612: WINDOW DETAILS

i. REVISE CA/2.A-612 AND B4/2.A-612 TO REMOVE EXTERIOR SHEATHING. PRIOR APPROVALS The following manufacturers have been approved as acceptable equivalent to those specified, provided that the proposed items are in accordance with the function, material, physical size, and meet the design intent specified. Contract requirements are not waived by these prior approvals and it shall be the responsibility of the contractor to verify that these products are in accordance with the plans and specifications prior to including them in his/her bid. The items submitted for prior approval have only been reviewed for general conformance since complete and detailed submittals have not been made at this time. The Architect is not responsible for detailing or performance problems arising during construction due to substitution of materials.


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ARCHITECTURAL

1) Section 03 3500 – Polished Concrete Finishing a) Prodoco, Inc

3741 Greenway Circle Lawrence, KS 66046 Phone: 800.255.4255

2) Section 07 4190 – Induction Welded PVC Roofing a) Carlisle Construction Materials

PO Box 1289 Carlisle PA 17013 Contact: Thomas Wanser (Southwest Sales) Phone: 505.350.4900

3) Section 07 6113 – Standing Seam Metal Roofing a) Metal Roof Innovations, Ltd

8655 Table Butte Rd Colorado Springs, CO 80908 Phone: 888.825.3432

4) Section 07 1000 – Underslab Vapor Barrier / Retarder a) Insulation Solutions

401 Truck Haven Rd East Peoria, IL 61611 Phone: 866.698.6562

5) Section 08 9119 – Louvers and Vents a) Construction Specialties, Inc.

49 Meeker Ave. Cranford, NJ 07016 Phone: 908.325.4914

6) Section 12 3553 – Wood Lab Casework and Accessories a) Diversified Casework

300 Krueger St Suring, WI 54174 Contact: Sheldon Condrey (Institutional Products, LLC) Phone: 505.243.2030

7) Section 07 2726 – Fluid Applied Water & Air Barrier a) Prosoco, Inc

3741 Greenway Circle Lawrence, KS 66046 Phone: 800.255.4255 b) StoGuard Emerald Coat System

3800 Camp Creek Pkwy Atlanta, GA Phone: 888.786.2955

8) Section 11 6623 – Gymnasium Equipment a) Arizona Courtlines Inc.

8742 N. 78th Ave. Peoria, AZ Phone: 623.939.8126

9) Section 11 6500 – Athletic & Recreational Equipment a) Arizona Courtlines Inc.

8742 N. 78th Ave. Peoria, AZ Phone: 623.939.8126 QUESTIONS Q=Question, R=Response Q: Will we be able to connect with the schools internet during construction? R: Yes. Q: Will BIM be required for the phase 1 renovation? R: Yes.


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Q: There is no Qualification Statement Listing Form (00 4334) in the specifications. Please provide one. R: Clarification issued in Addendum #1. Available at Albuquerque Reprographics, Inc. Q: In the specs on pages 21-24, there are only 5 tabs listed and explained. On page 28, the scoring has 6 tabs. Please can you clarify which number of tabs is correct? R: Clarification issued in Addendum #2. Available at Albuquerque Reprographics, Inc. Q: Will the design BIM models be made available for the construction team to use as the basis for their BIM model? If so, will all disciplines be included? R: Yes. BIM models will be available at the beginning of construction. Q: What level of detail will be required for the BIM model? R: See specification section 01 3100.1.10. Q: What is the intent of providing a BIM model prior to construction? R: To coordinate potential conflicts between trades to eliminate change order potential. Q: Will the successful bidder be responsible for updating the BIM model throughout construction, and provide an as-built version at project closeout? R: This would be preferred but is not specifically required. Q: The language in the construction documents seems to indicate that all food service equipment is owner furnished under a separate contract, spec section 11 4000 never actually states that food service equipment is furnished by the owner- Please clarify. R: Food service equipment is in contract. Refer to FS-Sheets and section 11 4000 for information. Q: To get a certificate of occupancy for the Phase 1 remodel, we believe the fire suppression needs to be complete. We have seen in the past that once tank and pump house submittals are approved there could be a 12 to 16 week lead time for equipment and construction on the new fire pump building. Does this added fire suppression work fit in the schedule of 120 days anticipated for phase 1? Is the district prepared to supply fire watch for an additional 2 to 3 months? R: Yes, the district is prepared to perform fire watch if necessary. Q: In the Instructions to Offerors section it mentions multiple times that liquidated damages will be assessed if we are to go over the timeline allowed for substantial completion, however it does not state how much liquidated damages will be. R: Liquidated damages shall be $1,500.00 per day. See bid form. Q: There is an 82 foot W44x335 beam. What type of splice will be required for this beam: welded or bolted? R: Weld Splice. Q: Do we need to have dry block water repellent additive in CMU and mortar even though walls get stucco’ed outside and painted inside? R: Yes.

All other provisions and conditions of the Drawings and Specifications remain unchanged.

Trade Classification Base Rate Fringe Rate ApprenticeshipSubsistence & Incentive Rates

Asbestos Worker - Heat & Frost Insulator 27.35 10.23 $0.56Boilermaker 18.40 3.78 $0.56Bricklayer/Blocklayer/Stonemason 22.85 6.00 $0.56Carpenter/Lather 20.86 6.25 $0.56Cement Mason 17.72 7.45 $0.56Electricians Outside Classifications Groundman 22.32 8.62 $0.56 Equipment Operator 25.14 8.62 $0.56 Lineman/Tech 25.73 8.62 $0.56 Cable Splicer 26.91 8.62 $0.56 Inside Classifications Wireman/Technician 27.80 8.06 $0.56 Refer to Note 1 Cable Splicer 29.53 8.06 $0.56 Sound Classifications Installer 23.39 8.31 $0.56 Technician 24.94 8.31 $0.56 Soundman 27.01 8.31 $0.56Elevator Constructor 33.61 14.99 $0.56Elevator Constructor Helper 15.55 3.56 $0.56Glazier 20.15 4.15 $0.56Ironworker 25.00 10.00 $0.56 Refer to Note 2Painter (Brush/Roller/Spray) 16.60 3.88 $0.56Paper Hanger 19.71 8.42 $0.56Drywall Finisher/Taper 19.64 3.91 $0.56Plasterer 18.65 7.15 $0.56Plumber/Pipefitter 28.30 11.00 $0.56 Refer to Note 3Roofer 15.18 0.50 $0.56Sheetmetal Worker 26.56 13.41 $0.56 Refer to Note 4Soft Floor Layer 20.74 4.40 $0.56Sprinkler Fitter 24.41 11.27 $0.56Tile Setter 14.80 1.20 $0.56Tile Setter Helper 13.00 1.02 $0.56Laborers Group I 15.04 4.25 $0.56 Group II 15.61 4.25 $0.56 Group III 15.91 4.25 $0.56 Group IV 16.01 4.25 $0.56 Group V 16.21 4.25 $0.56 Group VI 16.36 4.25 $0.56Operators Group I 28.03 5.16 $0.56 Group II 29.07 5.16 $0.56 Group III 29.15 5.16 $0.56 Group IV 29.21 5.16 $0.56 Group V 29.27 5.16 $0.56 Group VI 29.37 5.16 $0.56 Group VII 29.47 5.16 $0.56 Group VIII 30.55 5.16 $0.56Truck Drivers Group I 20.56 5.34 $0.56 Group II 20.68 5.34 $0.56 Group III 20.76 5.34 $0.56 Group IV 20.88 5.34 $0.56 Group V 20.93 5.34 $0.56 Group VI 21.03 5.34 $0.56 Group VII 21.13 5.34 $0.56 Group VIII 21.27 5.34 $0.56 Group IX 21.42 5.34 $0.56NOTE: SUBSISTENCE AND INCENTIVE RATES BY TRADE & LOCATION

$50.00/day subsistence pay plus base/fringe regardless of county.

Ojo Caliente Elementary School Wage Decision # TA-15-1109 B

#3 - Plumbers/Pipefitters working at a Los Alamos County job site get $.80/hr. incentive pay plus base/fringe.

#4 - Sheet Metal Workers working at a Los Alamos County job site get $2.00/hr. incentive pay plus base/fringe.#4 - Sheet Metal Workers living 60+ miles from a San Juan County job site get $3.00/hr. subsistence pay plusbase/fringe. Sheet Metal Workers working 90+ miles from Contractors Homebase & employees home get

Type "B" - GENERAL BUILDING Effective January 1, 2015

#1 - Inside Electricians working at a Los Alamos County job site get $4.10/hr. subsistence pay plus base/fringe.Inside Electricians working at a Lea Co. job site get $75.00/day subsistence pay plus base/fringe.

#2 - Ironworkers working on projects 50+ miles over the most direct regularly traveled route from Albuquerque, or theemployee's home, whichever is closer, shall be paid $5.00/hr. subsistence plus base/fringe. The "Big I" Interchangein Albuquerque, or the employee's home, respectively shall be used as basing points. The current State of NewMexico Official Highway Map shall be the reference for routes and distances. All of Santa Fe County shall be $5.00/hrsubsistence area.

Phase 1 will include the renovation of two middle/high school buildings on campus. Phase 2 will include the construction of the new elementary building and demolition of the existing elementary buildings. Phase 3 will include the demolition of two existing middle school buildings on campus

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Ojo Caliente Elementary Mesa Vista Consolidated Schools

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Addendum #3

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Attachment #1

Addendum #3 Attachment #2

BD101

1,4 1,2 2,4

HIGH SCHOOL ADMIN RENOVATION − BID LOT 1

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OFPROJECT NO.:

REVIEWED BY:

DRAWN BY:

DATE ISSUED:

Addendum #REFER TO:

Mail: 1 Park Square 6501 Americas Pkwy NE, Ste 300 Albuquerque, NM 87110

PHO: 505.883.5200FAX: 505.884.5390WEB: www.fbtarch.com

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557SKA-001

1.AD-101Ojo Caliente Elementary

US 285, Junction 111, OjoCaliente, NM 87549

003

Revision Schedule

Addendum # Revision DescriptionRevision

Date

Revision 3 09/01/2015

1/8" = 1’−0"A1 DEMOLITION PLAN − PHASE #1 − HS ADMIN

1. REMOVE VCT &BASE

2. PATCH & REPAIRAS REQUIRED

3. REMOVE CARPET& BASE

4.REMOVE EXISTINGELECTRICAL FLOORBOXES. GROUT VOIDAND PREPARE FORNEW FLOORING.

1. REMOVEWALLS ASNECESSARY

2. PATCH ANDREPAIR ASNECESSARY

1. REMOVE T-GRIDCEILING

2. PATCH & REPAIRAS NECESSARY

3. REMOVE GYPBOARD CEILING

4. WOOD CEILING TOREMAIN

ROOM DEMOLITION CODE

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OFPROJECT NO.:

REVIEWED BY:

DRAWN BY:

DATE ISSUED:

Addendum #REFER TO:



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COVEROjo Caliente Elementary


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Revision 3 09/01/2015

ALTERNATE NO. 1 − 3 Year Maintenance Agreement

Alternate requires provision for the Three Year Extended Maintenance Agreement as listed in sections 019310 and 01 9311.

Include as part of alternate all costs associated with full coverage service and maintenance as identified in theabove mentioned sections.

If alternate is accepted, there is no change to Base Bid.

ALTERNATE NO. 2 ˘ Surveillance System Pathway

Alternate requires provisions for all costs associated with Furnishing and Installation of surveillance pathwayas indicated in the drawings.

See Electrical.If alternate is accepted, there is no change to Base Bid.

ALTERNATE NO. 3 − Polished Concrete Flooring

Alternate requires provision for all costs associated with Furnishing and Installation of polished concrete in alllocations as indicated in the drawings, except at the multipurpose room.

See Architectural and Interior.If alternate is accepted, VCT indicated as base bid will be replaced w/ polished concrete, except at themultipurpose room.

ALTERNATE NO. 4 ˘ CAT−6 Cabling

Alternate requires provisions for all costs associated with Furnishing and Installation of CAT−6 cable in the tworenovation buildings as indicated in the drawings. Conduit for alternate needs to be located within walls. Patch,repair and paint as required.

See Electrical.If alternate is accepted, there is no change to Base Bid.

ALTERNATE NO. 5 ˘ Asphalt on Exit road

Alternate requires provisions for all costs associated with Furnishing and Installation of asphalt as indicated inthe drawings.

See Site and Civil.If alternate is accepted, there is no change to Base Bid.

LIST OF ALTERNATES

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A. THE ROOFING SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS FOR A 20 YEAR WARRANTY.INSTALL PER MOST STRINGENT REQUIREMENT BETWEEN PLANS, SPECIFICATIONS, MANUFACTURER'SREQUIREMENTS, AND IN ACCORDANCE WITH THE NRCA ROOFING & WATERPROOFING MANUAL, CURRENT EDITION.THE ROOFING SYSTEMS SHALL CONSIST OF TPO ROOFING SYSTEMS.

B. ROOFING AND FLASHING SYSTEM REQUIRED TO CONFORM TO ES-1 WIND DESIGN STANDARD FOR EDGE SYSTEMSUSED WITH LOW SLOPE ROOFING SYSTEMS.

C. FABRICATE AND INSTALL ALL METAL FLASHING AND ACCESSORIES PER RECOMMENDATIONS OF SMACNAARCHITECTURAL SHEET METAL MANUAL CURRENT EDITION, AND NRCA ROOFING AND WATERPROOFING MANUALCURRENT EDITION.

D. PROVIDE SHOP DRAWINGS FOR ALL ROOF ACCESSORIES, SHEET METAL, TAPERED INSULATION LAYOUT. ETC

E. PROVIDE CRICKETS ON THE UPHILL SIDE OF ALL EQUIPMENT, OPENINGS, CURBS, ETC. GREATER THAN 18" INWIDTH.

F. CRICKET BOARDS ARE TO DOUBLE THE ROOF SLOPE PER NRCA. MAINTAIN POSITIVE DRAINAGE UNLESS NOTEDOTHERWISE.

G. PRE-DRILL ALL METAL FLASHING / COUNTER FLASHING MATERIAL PRIOR TO INSTALLING FASTENERS.

H. ALL PLUMBING VENTS MUST MAINTAIN AN 18" MINIMUM DISTANCE ABOVE ROOF. TYPICAL.

I. PROVIDE A MINIMUM 12" HIGH VERTICAL DISTANCE BETWEEN TOP OF ROOFING FIELD MEMBRANES ANDTERMINATION OF ALL FLASHINGS / COUNTER FLASHINGS AND FLASHING MEMBRANES. SEE DETAILS AND ROOFINGMANUFACTURERS REQUIREMENTS.

J. PRIME AND PAINT ALL EXPOSED FERROUS METAL UNLESS OTHERWISE NOTED.

K. PROVIDE PRE-MANUFACTURED STANDS, MIRO INDUSTRIES, OR APPROVED EQUIVALENT, FOR ALL ROOFTOPPIPING AND CONDUITS ACROSS ROOF. DO NOT EXCEED MAXIMUM LOAD WEIGHT. INSTALL PER MANUFACTURESREQUIREMENTS. PIPES 1-1/2" AND SMALLER SHALL BE SUPPORTED AT 8'-0" O.C. MAX. AND PIPES 2" AND LARGERSHALL BE SUPPORTED AT 10'-0" O.C. MAX. SEE DETAIL B4/2.A-141.

L. LOCATIONS OF ROOF TOP EQUIPMENT, DUCTWORK, ROOF PENETRATIONS, FLASHINGS, CURBS, ETC. THAT AREINDICATED ON THE ROOF PLAN DRAWINGS NEED TO BE COORDINATED IN THE FIELD.

M. IMMEDIATELY NOTIFY ARCHITECT OF ANY CONFLICT BETWEEN ROOFING MANUFACTURERS RECOMMENDATIONFOR ANY GIVEN CONDITION AND ARCHITECT'S DETAILS.

N. SLOPE DIRECTION INDICATED BY ARROW ON ROOF PLAN. MAINTAIN DRAINAGE AND SLOPES LISTED.

O. EXTEND GAS LINES, CONDUITS, VENTS ETC. PENETRATING THRU ROOF PER DETAILS ON SHEET A-141. SLEEVEWIRE AND CABLE PENETRATIONS THRU ROOF WITH GOOSE NECK PIPE OR CONDUIT.

P. FURNISH AND INSTALL TREATED 1/2" OR THICKNESS AS DETAILED CDX PLYWOOD ON INSIDE FACE OF ALLPARAPETS.

Q. FURNISH AND INSTALL TREATED WOOD BLOCKING AT ROOF MEMBRANE TERMINATION FASTENING LOCATIONS.

R. FURNISH AND INSTALL INSULATION AT ALL MECHANICAL CURBS IF NOT PROVIDED BYMANUFACTURER.

S. GUTTER LENGTHS OVER 50' MUST USE SMACNA RECOMMENDEDEXPANSION JOINT.

T. TURN FLASHING 90 DEGREES VERTICALLY INTO FASCIA WITH MITERED CORNER AT ALL EXPOSED FLASHINGCORNERS.

U. PRIOR TO INSTALLATION OF INTERIOR DRYWALL FINISH CONTRACTOR SHALL TEST ROOF DRAINS FOR LEAKS ASFOLLOWS:-FIRST FILL DRAIN BOWL ONLY TO CHECK PLUMBING SEAL-THEN PLUG ROOF DRAIN AND FLOOD AREA OF ROOF AROUND DRAIN WITH 2" OF WATER-TEST ROOF DRAIN CONNECTION TO VERTICAL AND HORIZONTAL PLUMBING LEADERS. SEAL ALL LEAK AREAS-CHECK ROOFING SECUREMENT TO DRAIN-INSTALL RUBBERIZED BOOT AROUND CONNECTIONS OF ROOF DRAIN TO VERTICAL LEADER. CLAMP TIGHTLY TOPROVIDE SUPPORT AND WEATHER TIGHT SEAL.

V. THE ROOFING CONTRACTOR SHALL PROVIDE FASTENERS AS REQUIRED FOR CORROSIVE AGENTS ADDED TOTREATED WOOD NAILERS AND AS RECOMMENDED BY THE ROOFING MANUFACTURER REQUIRED FOR THEWARRANTY.

W. FURNISH AND INSTALL MANUFACTURERS WALK PAD. INSTALL AT THE FOLLOWING LOCATIONS :(1) AT ALL POINTS OF ROOF LANDING AT ACCESS LADDERS, DOORWAYS, HATCHES ETC.(2) ALONG DIRECT PATH TO ROOF TOP UNITS FROM POINTS OF LANDING.(3) TWO ROW WIDTH AROUND ROOF TOP UNITS.

DO NOT COVER WELDED TPO SEAMS WITH WALK PAD. PROVIDE FOR A GAP OVER SEAM SPACED ASRECOMMENDED BY MANUFACTURER BUT NOT LESS THAN 8". MAXIMUM LENGTH OF ANY SINGLE RUN OF WALK PADTO BE NO MORE THAN 10'-0". PROVIDE 3" GAP BETWEEN ROWS OF WALK PADS FOR POSITIVE DRAINAGE.

X. COORDINATE ALL ROOF PENETRATIONS BETWEEN ARCHITECTURAL, PLUMBING, AND MECHANICAL WORK. NOTIFYARCHITECT OF ANY CONFLICTS PRIOR TO PERFORMING WORK.

Y. PAINT ALL EXPOSED DUCTS, ELECTRICAL CONDUITS, GAS LINES ETC. RUNNING VERTICAL ON WALLS ANDHORIZONTALLY ON ROOF. COORDINATE WITH MECHANICAL, ELECTRICAL AND PLUMBING. PAINT COLOR TO BESELECTED BY ARCHITECT.

Z. FURNISH AND INSTALL PRECAST CONCRETE SPLASHBLOCK AT TERMINATION OF DOWNSPOUTS AS SHOWN. SEEDETAIL B1/2.A-141.

ROOF SYSTEM:-80 MIL PVC ROOFING SYSTEM-HIGH DENSITY COVER BOARD; 5/8" DENSDECK PRIME.-RIGID INSULATION AT THICKNESS REQUIRED FOR R-38 MINIMUM WITH ADDITIONAL 1/2" MINIMUMTHICKNESS TAPERED AS REQUIRED TO ACHIEVE ROOF SLOPE INDICATED ON PLAN-STEEL DECK-REFER TO GENERAL NOTES THIS SHEET FOR ADDITIONAL REQUIREMENTS.

ROOF SYSTEM:-80 MIL PVC ROOFING SYSTEM-HIGH DENSITY COVER BOARD; 5/8" DENSDECK PRIME-RIGID INSULATION AT THICKNESS REQUIRED FOR R-38 MINIMUM WITH ADDITIONAL 1/2" MINIMUMTHICKNESS TAPERED AS REQUIRED TO ACHIEVE ROOF SLOPE INDICATED ON PLAN-LONG SPAN STEEL DECK-REFER TO GENERAL NOTES THIS SHEET FOR ADDITIONAL REQUIREMENTS.

ROOF SYSTEM:-22 GA PRE-FINISHED STANDING SEAM METAL ROOFING SYSTEM-PEEL AND STICK UNDERLAYMENT-RIGID INSULATION AT THICKNESS REQUIRED FOR R-38 MINIMUM WITH ADDITIONAL 1/2" MINIMUMTHICKNESS TAPERED AS REQUIRED TO ACHIEVE ROOF SLOPE INDICATED ON PLAN-STEEL DECK-REFER TO GENERAL NOTES THIS SHEET FOR ADDITIONAL REQUIREMENTS.

ROOF SYSTEM:-80 MIL PVC ROOFING SYSTEM-HIGH DENSITY COVER BOARD; 5/8" DENSDECK PRIME-TAPERED INSULATION 1/2" MIN THICKNESS SLOPE TO DRAIN-STEEL DECK-REFER TO GENERAL NOTES THIS SHEET FOR ADDITIONAL REQUIREMENTS

A1

A4

A2

A3

OFPROJECT NO.:

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DRAWN BY:

DATE ISSUED:

Addendum #REFER TO:



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557SKA-003

2.A-131Ojo Caliente Elementary


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Revision Schedule


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Revision 3 09/01/2015

GENERAL NOTESKEYED NOTES125 22 GAUGE METAL COPING CAP. SEE ROOF DETAILS E1/2.A-101 AND E2/2.A-101.

134 80 MIL PVC MEMBRANE ROOFING SYSTEM.

ROOF COMPOSITIONLEGEND

3

3

3

3

3

PARAPET

2X TREATED WOODBLOCKING, CONTINUOUS.

CHAMFER INSIDE TOP CORNER.

SLOPED BLOCKING FORDRAINAGE

EXTERIOR FINISH,REFER TO FLOORPLANS AND EXTERIORELEVATIONS

22 GAUGE GALVANIZEDCONTINUOUS WATERDAM/CLEAT

FLASHING MEMBRANECONTINUOUS UNDER COPING

FLASHING AND FASCIA.

FASTENERS AT 6" O.C.

FASTENERS AT 6"-8"O.C. MAX

HEAT WELD MEMBRANECOVER FLASHING

SEALANT.

8"

SLOPE 1/2" PER 12" MIN.

24 GA. KYNAR FINISHEDMETAL COVER COLOR TOBE SELECTED BYARCHITECT

ADHERE MEMBRANETO METAL

OFPROJECT NO.:

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Revision 3 09/01/2015

3" = 1’−0"A2 EDGE METAL

3

VENT PIPE. EXTENT TO ACHIEVE AMINIMUM OF 12" ABOVE ROOF.

MANUFACTURER'S ALL PURPOSE SEALANT

DRAWBAND

INSTALL MANUFACTURER'S BUTYL SEALANTBETWEEN PIPE AND PREFABRICATEDMEMBRANE FLASHING

PREFABRICATED MEMBRANE FLASHING(12" MIN. HEIGHT)

SEAM SEALER

BASE MEMBRANE ATTACHMENT ASREQUIRED FOR SPECIFIC SYSTEM

ROOF MEMBRANE

THERMAL INSULATION ASSPECIFIED

ROOF DECK

1' -

7 1

/2"

12" M

IN. A

BOVE

RO

OF

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1" = 1’−0"C5 PIPE FLASHING DETAIL

3

TREATED WOOD BLOCKING

FLASHING MEMBRANE

GALVANIZED WATER DAM / CONTINUOUS CLEAT,1/4" SEPARATION AT ENDS TO ALLOW FOR

EXPANSION AND CONTRACTION

COVER FLASHING. ADHERED TOMETAL AND WELDED TO PVC

KYNAR FINISH METAL COVER, 1/4"SEPARATION AT ENDS TO ALLOW FOR

EXPANSION AND CONTRACTION. STAGGERJOINTS

PARAPET

3

TREATED WOODBLOCKING

FLASHINGMEMBRANE

GALVANIZED WATER DAM /CONTINUOUS CLEAT, 1/4"SEPARATION AT ENDS TO

ALLOW FOR EXPANSIONAND CONTRACTION

COVER FLASHING.ADHERED TO METAL

AND WELDED TO PVC

KYNAR FINISH METAL COVER,1/4" SEPARATION AT ENDS TOALLOW FOR EXPANSION AND

CONTRACTION.

PARAPET

LAP FLASHING AT CORNER.

LAP GALVANIZED DAM /CLEAT AT OUTSIDE CORNERAND RIVOT

MITER COPING COVER

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1 1/2" = 1’−0"E1 COPING BUTT JOINT

1 1/2" = 1’−0"E2 COPING CORNER

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3

3

WATER TIGHTPOP RIVET

PEEL AND STICK UNDERLAYMENTPROTECTION MEMBRANECONTINUOUS UNDER ROOFINSTALLATION TO BOTTOM OFFASCIA. STRIP IN FLASHING FLANGE.ICE AND WATER SHIELD OVERENTIRE FASCIA AND ROOF.

5/8" CDX PLYWOOD

22 GA, STD. KYNAR 500 2-PIECE METAL RAKE FASCIAPANEL, COLOR TO BESELECTED BY ARCHITECT

22 GA. STD. KYNAR500 RAKEFLASHING. COLORTO BE SELECTEDBY ARCHITECT

MANUFACTURERRECOMMENDEDSEALANT

2X TREATED BLOCKING

22 GA STD. KYNAR500 METAL CLIP 24" O.C.MAX

PREFINISHEDMETAL ROOFING

PANEL

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3" = 1’−0"B3 RAKE ENLARGED

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22 GA GUTTERAND

DOWNSPOUTSEE DETAIL

C3/2.A-142

'T' TYPEPREFINISHEDDOWNSLOPE

PERIMETERFLASHING

ICE & WATERSHIELD PEEL &

STICKUNDERLAYMENTOVER ENTIRETYOF FASCIA AND

ROOF

TREATED 2X WOODBLOCKING

PREFINISHED STANDINGSEAM

METAL ROOF PANEL

METAL DECK AND JOISTEXTENSIONS

SEE STRUCTURAL

POLYISOCYANURATE INSULATION,THICKNESS AS REQUIRED TOACHIEVE R-38

2 PIECE PREFINISHED24 GA. METAL

COUNTERFLASHINGFASCIA AND

CONTINUOUS CLEATS

(2) 5/8" CDX PLYWOOD

STEEL ANGLESEE STRUCTURAL

FOAM FILLER BYCI MANUFACTURER. FILLBOTH TOP AND BOTTOM

CHANNELS

METAL STUCCO STOP

BACKER ROD & SEALANT

3-COAT STUCCO SYSTEM OVER2" EXTERIOR CONTINUOUSINSULATION OVER VAPOR

BARRIER 5/8" EXTERIORSHEATHING OVER 6" STEEL

STUDS WITH R-19 BATTINSULATION

TREATED 2XWOODBLOCKING

STEELSTRUCTURESEESTRUCTURAL

5/8" GYPBOARD, TYP

PREFINISHED SOFFITPANEL FURNISH &

INSTALL STEEL STUDSOR HAT CHANNELS @16" O.C. MAX. SIZE AS

REQUIRED TO MEETDIMENSION SHOWN

PACK ALLCAVITIES WITHBATTINSULATION

1 "

MA

X

SEE WALL SECTIONS

6 "

3"

OFPROJECT NO.:

REVIEWED BY:

DRAWN BY:

DATE ISSUED:

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1 1/2" = 1’−0"A5 EAVE @ STUD

3

NOTE: SEE ROOF PLAN & STRUCTURAL FOR LOCATIONS OF LONGSPAN ACOUSTIC DECK & ASSOCIATED REQUIREMENTS

22 GAGUTTER ANDDOWNSPOU

TSEE DETAIL

C3/2.A-142

'T' TYPEPREFINISHEDDOWNSLOPE

PERIMETERFLASHING

ICE & WATER SHIELDPEEL AND STICKUNDERLAYMENT

OVER ENTIRETY OFFASCIA AND ROOF

TREATED 2X WOODBLOCKING

PREFINISHED STANDING SEAMMETAL ROOF PANEL

METAL DECK AND JOIST EXTENSIONSSEE STRUCTURAL

POLYISOCYANURATEINSULATION,

THICKNESS ASREQUIRED TOACHIEVE R-38

2 PIECE PREFINISHED 24GA. METAL

COUNTERFLASHINGFASCIA

AND CONTINUOUS CLEATS

(2) 5/8" CDX PLYWOOD

STEEL STRUCTURESEE STRUCTURAL

FOAM FILLER BYCI MANUFACTURER

METAL STUCCO STOP

BACKER ROD & SEALANT

3-COAT STUCCO SYSTEM OVERVAPOR BARRIER OVER

2" EXTERIOR CONTINUOUS INSULATION

CMU WALL. SEESTRUCTURAL.

PREFINISHED SOFFITPANEL

OVER 7/8" HAT CHANNELS@ 16" O.C.

SEE WALL SECTIONS

PACK CAVITYTIGHT WITHMINERAL FIBERINSULATION

BUILDING AIRCLOSURE BY DECKMANUFACTURER. SEELONGSPAN DECKNOTES ON SHEET2.A-201

PREFINISHED 18GAMETAL FLASHING ATALL MASONRY WALLTO DECKCONDITIONS. FASTENTO MASONRY ANDDECKING AT 12" O.C.

INC

HE

S

FOU

R

INCHES

SIX

OFPROJECT NO.:

REVIEWED BY:

DRAWN BY:

DATE ISSUED:

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1 1/2" = 1’−0"B4 EAVE @ CMU

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3

NOTES:

EQUIPMENT SUPPORT STAND/VENT STACK -SEE NOTE 1

SEALANT BEAD BETWEEN PIPE & BOOT TOOLED TOFACILITATE RUNOFF

PREFORMED PENETRATION FLASHING

GASKETED FASTENERS SECUREFLASHING COLLAR FLANGE TO ROOF

PANEL & NOT TO DECK SO AS NOTTO FIX PANEL AT PENETRATION

OPENING IN ROOF DECK

STAINLESS STEEL DRAWBAND

SET SECUREMENT RING INCONTINUOUS BEAD OFSEALANT

PEEL AND STICKUNDERLAYMENT

METAL DECK, SEESTRUCTURAL

1. PENETRATIONS MUST NOT INTERFERE WITH PANEL SEAMS OR OCCUR AT TRANSVERSE SEAMS.2. CUT HOLE IN ROOF DECK TO ALLOW FOR MOVEMENT.3. VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES OF CLEARANCE ON ALL SIDES FROM

WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHIN.4. FOR HOT PIPES, SPECIFIC HIGH-TEMPERATURE BOOTS SHALL BE USED.5. ALL PIPES SHOULD USE HEAVY GAUGE PIPING AND BE BRACED TO STRUCTURE BELOW.

22 GA. PREFINISHED STANDINGSEAM METAL ROOF PANEL

SEAM PANEL AS SPECIFIED

2" MINIMUM CLEARANCEBETWEEN OUTSIDE EDGEOF BOOT FLANGE ANDSEAM

OFPROJECT NO.:

REVIEWED BY:

DRAWN BY:

DATE ISSUED:

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Revision 3 09/01/2015

1" = 1’−0"C2 VENT

3

24 GA. TPO COATED METALFLASHING. WELD TPO STRIPSTO METAL AT CORNERS AND

LAPS TO MAKE WATER TIGHT.SET IN SEALANT BED AND

ATTACH WITH FASTENERS.EXTEND 4" EACH WAY BEYOND

JOINT. LAP JOINTS

SELF ADHERED FLEXIBLEFLASHING. EXTEND 8" EACH

WAY BEYOND JOINT.

TREATED WOODBLOCKING WITH

CHAMFERED INSIDE EDGEAND SLOPED BLOCKING

FLUID APPLIED AIR BARRIER

EXTERIOR SHEATHING

PARAPET

Step 1

CONTINUE PVCCOATED METAL DOWNTO HORIZONTAL PVCFLASHING

SELF ADHERED ONLYAROUND EDGES LEAVINGPVC COATED METAL ONPARAPET TOP AND SIDESAVAILABLE TO WELD PVCFLASHING

OFPROJECT NO.:

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DRAWN BY:

DATE ISSUED:

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1 1/2" = 1’−0"D1 COPING WALL ABUTMENT − STUCCO

3

ROOFING MEMBRANEAS SPECIFIED

ROOF COMPOSITION ASSPECIFIED. SEE ROOF PLAN

PVC COATED 24 GA. METALSCUPPER LINER AT WALL

CANOPY PARAPET.SEE ROOF DETAILS.

KYNAR COATED LEADERHEAD AND DOWNSPOUT

AS SPECIFIED

OPEN TOP

2"1"

8"5"

FEATHER URETHANECAULKING TO MAKE ASEALED CONNECTIONBETWEEN SCUPPER,

LEADER HEAD, AND WALL

4"

OVERFLOW OUTLETBOTH SIDES.

BOTTOM OF OUTLETBELOW BOTTOM OF

SCUPPER AS SHOWN. 1 1/

2"3"

8"

2" 4"

FASCIA PANEL

SIKAFLEX 1A SEALANT AT HOLES &PERIMETER. NEEDS TO BECOMPATIBLE, ADHERE TO PVCAND APPROVED BY ROOFMANUFACTURER.

ELEVATION

UPRIGHTS 48" O.C. MAX

OFPROJECT NO.:

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DRAWN BY:

DATE ISSUED:

Addendum #REFER TO:



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1 1/2" = 1’−0"A1 LEADER HEAD AND DOWNSPOUT @ CANOPY DETAIL

3" = 1’−0"A3 PARAPET GUARDRAIL

3

3

2.A-611

C5

356

328

310

2.A-315

B4Sim

OFPROJECT NO.:

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DRAWN BY:

DATE ISSUED:

Addendum #REFER TO:



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3/4" = 1’−0"A5 WALL SECTION − CLASSROOM

3

ALUMINUM SUNSHADE LOUVERMOUNTING PLATE BY WINDOWMANUFACTURER

ALUMINUM SUNSHADE SYSTEM

AIRFOIL SUNSHADE VANE

WINDOW MULLION

2' - 6"

5"

OFPROJECT NO.:

REVIEWED BY:

DRAWN BY:

DATE ISSUED:

Addendum #REFER TO:



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Date

Revision 3 09/01/2015

1 1/2" = 1’−0"B4 SUNSHADE DETAIL

3

OFPROJECT NO.:

REVIEWED BY:

DRAWN BY:

DATE ISSUED:

Addendum #REFER TO:



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Date

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ROLLER SHADE SCHEDULE

Frame Type

EFGHJKL1L2M1M2M3M4M5NP1P2P3QRSTVWYZAA

C MANUAL

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ADDENDUM #3 (47 Pages), September 1, 2015 · ADDENDUM #3 . Mesa Vista Consolidated Schools / Ojo...

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