Q ASSURANCE UALITY CONTROLS HANDBOOK · QA/QC Checklist Table of Contents 1. Project Layout and...

“BUILT WITH INTEGRITY”

2017 | Crimson Building Company LLC

QUALITY ASSURANCE/QUALITY CONTROLS HANDBOOK

1900 Airport Freeway 600 17th Street, Suite 2800S

Bedford, Texas 76022 Denver, CO 80202

Ph: 817‐684‐3444 Ph: 720‐773‐2550

Fax: 817‐684‐3465

www.crimsonbuilders.com

QA/QC Checklist Table of Contents

1. Project Layout and Surveying

2. Site Excavation

3. Site Utilities

4. Building Concrete

5. Concrete Paving and Sidewalks

6. Asphalt Paving

7. Rough Carpentry

8. Moisture Protection and Insulation

9. Light Weight Concrete and Gypcrete

10. Electrical

11. Mechanical

12. Masonry/Stucco

13. Finishes

14. Final Inspections

15. Punchlists

ITEM DESCRIPTION SIGN OFF

Site Layout: Property corners staked by registered surveyor

Sealed layout drawing or letter received confirming traverse on property

Confirmation of existing grade topography on site

Property lines free of any encumbrances or conflicts

Benchmarks established for project

Site Excavation:

Surveyor's certification received from excavation subcontractor's surveyor on

layout and grades

Building Layout:


layout and grades

Plumbing underground shop drawing coordinated with batter board locations

Form Board Survey

Site Pavement:


layout and grades

Site Utilities:


layout and grades

SWPPP: SWPPP Plan for the project developed and copy on site

NOI for Crimson Construction filed with State

NOI for Owner filed with State

Site BMP developed and in place prior to start of excavation

NOT filed with state

Trench Safety Plan: Trench safety plan designed for the project

Utility subcontractor's trench safety plan submitted and approved

Miscellaneous Provisions: Hard copy of Geo-technical report at jobsite

Current plans and specifications at jobsite

Current drawing log posted

Crimson's Safety Manual at jobsite

Crimson's Haz-Com program on site

Site Procure any jobsite signage (Crimson, owner, bank)

Post applicable permits on back of sign

Procure necessary temp fence and camera

Procure temp water meter

Procure 3rd Party Lab

PROJECT LAYOUT & ENGINEERING CONTROLS


Site Grading: Has on site material been determined suitable for use on site with soils proctor

Have all existing utilities been located prior to excavation

& recorded on drawings

Have proctors for borrowed fills been obtained

Has area for stockpiling for topsoil been selected

Has backfilling of trenches been discussed with each trade

for compaction requirements

Compaction requirements for general fill per specifications ______%

Maximum height of lifts for fills per specifications ______%

Frequency of compaction tests per lift of material ______SF

Surveyor verified subgrade prior to utility & concrete contractor mobilizing

Procure temp water meter

Building Pads: Is select fill required for building parts

Verify PI requirements for select fill under building pads

Verify depth of select fill

Stabilization of soils required for building pad

Stabilization verified by testing lab

Is a sand cushion or granular fill required under slab

Verification of top of grade for building pads

Compaction requirements for building pad fill per specifications ______%

Maximum height of lifts for fills per specifications ______%


Pavement Preparation: Depth of undercut for paved areas

Subgrade scarified per plans & specifications

Compaction of subgrade verified by testing lab

Is base course material required under pavement

Verification of base course material gradation

Verification base course material complies with specifications

Verification of depth of base course material

Verification of compaction of base course material

Verification of finish grade for grade under pavement

Compaction requirements for subgrade in paved areas per specifications ______%

Maximum height of lifts for fill in paved areas per specifications ______%


Subgrade coordination with added concrete in lieu of Lime

Surveyor to verify all grading prior to Utility contractor mobilizing

Lime Stabilization: Is lime stabilization required

Has proctor been taken on untreated base

Verification of proctor results

Verify depth of treatment

Has grade been verified prior to treatment

Area scarified prior to lime

Verify depth of mixing

Proctor taken after lime and results verified

Proper gradation of treated subgrade

SITE EXCAVATION

Moisture Stabilization: Is water injection required

Depth of injection required ________"

Grid pattern required

Minimum number of passes required ______ ea.

Percentage of moisture required _______%

Results verified by testing lab

Is moisture conditioning required

Depth required ___________

Elevation of depth below F. F. _______

Depth of lifts ________

Percent compaction required _________%

Optimum moisture _________

Results of moisture conditioning verified by testing lab


General Provisions:

Have invert elevations of all utilities been reviewed for conflicts at points of

overlaps or crossings

Are utilities layered in the proper format or sequence

Have invert elevations of existing utilities been verified at all points of tie-in

Have all pipe sizes been verified and coordinated with stub-outs from the building

and where tied in for service

Are existing services sized sufficient to service this project

Compaction requirements for trench backfill _________%

Maximum height of lifts for backfill _________"

After installation, have all inlets, grates, structures, and flow line elevations

been verified by registered surveyor

Surveyor to verify all grade restoration after utility contractor completes all work

Water Service: Does material installed comply with specifications and approved submittals

Has bedding material been installed per specifications or manufacturer's

recommendation

Is PVC pipe stored on site protected from exposure to sunlight

Hydrostatic test results pass specified

Was hydrostatic test performed with joints exposed

Have thrust blocks been installed as required

Fire hydrants installed at proper height and proper orientation


Were water lines flushed, chlorinated and tested

Are horizontal and vertical locations of water lines recorded on as-built

drawings

Backfill of trenches in accordance with specifications

All testing complete and accepted by Utility Authority

Sanitary Sewer: Does material installed comply with specifications and approved submittals

Had bedding material been installed per specifications or manufacturer's

recommendation

Is PVC pipe stored on site protected from exposure to sunlight



Verify flow line of installed piping

Verify concrete requirements for structures

Are horizontal and vertical locations of sewer lines recorded on as-built

drawings

Completed piping free of obstructions (water jet lines)



All required videoing complete and accepted by governing authority

Storm Sewer: Does material installed comply with specifications and approved submittals

Has bedding material been installed per specifications or manufacture's

recommendation



SITE UTILITIES

Are horizontal and vertical locations of storm sewer lines recorded on as-built

drawings

Verify flow line of installed piping

Verify concrete requirements for structures

Completed piping free of obstructions


All required videoing complete and accepted by governing authority

Gas Service: Gas service designed and coordinated with service provider

Does material installed comply with specifications and approved submittals

Has bedding material been installed per specifications or manufacture's

recommendation


Sleeves under paved areas installed as specified

Are horizontal and vertical locations of lines recorded on as-built drawings


Was installation coordinated with gas company


Electrical Service: Electrical service designed and coordinated with Electric provider

Does material installed comply with specifications and approved submittals

Sleeves under paved areas installed as specified

Are horizontal and vertical locations of lines recorded on as-built drawings


Was installation coordinated with utility provider

Transformer pad properly sized for transformer

Verify concrete requirements for transformer or service pads


Submittals: Has a concrete mix design(s) been submitted and approved

Have all admixtures for the concrete mix design been submitted and approved

Have reinforcing shop drawings been submitted and approved

Have post tension shop drawings been submitted and approved

Have structural steel shop drawings been submitted and approved

Has a construction joint location plan, if needed, been submitted and approved

Procure all embedded items i.e. anchor bolts for structural steel & j-bolts for exterior

plate, embedded angles, plates, frames, drain(s)

Are embeds required to be galvanized

Preceding Work: Verify Arch, Struct and Civil deminsions and elevations

Verify bldg set back dimensions

Verify brick ledge layout

Have underground plumbing shops been coordinated with surveyor and batter boards

Test reports for building pad approved by the testing lab

Moisture conditioning of building pad complete and satisfactory

Termite treatment completed and satisfactory

Under slab plumbing installed an tested

Under slab plumbing stub-up locations checked an verified

Backfill of plumbing trenches completed and compaction tested

Excavation: Depth and width of grade beam excavations verified

Verify all loose dirt removed from excavations

Verify all excavations are dry and clear of water

Verify stability of all excavations

Cushion sand and gravel installed according to plans and specifications

Vapor Barrier:

Vapor barrier installed and all penetrations and laps sealed as required by plans

and specifications

Concrete Reinforcing:

Verify reinforcing installation, number of bars, size of bars, lap splices, corner bars,

and clearances

Verify installation of post tensioning cables; number of cables, locations and

drape of cables are per the approved shop drawings

Verify proper vertical location of slab reinforcing on chairs and bolsters

Reinforcing clean of any mud or debris

Formwork: FORM BOARD SURVEY COMPLETE, VERIFIED AND HARD COPY ONSITE

Elevation of formwork checked and verified in regards to finish floor elevations

Formwork checked for plumb and square

Slab depressions formwork checked

Stability of formwork verified

Formwork properly staked and braced

Verify required control joints and keyways are installed prior to concrete

placement

Verify location of brick ledge elevation, start and stop, garage and entry slopes,

balcony steps, balcony slope

BUILDING CONCRETE

Concrete Placement:

Verify means of concrete conveyance will not disturbed formwork or reinforcing

during placement

Is method for concrete consolidation adequate to eliminate entrapped air and

honeycomb

Designate concrete washout area

Date pre-stress scheduled with PT cable supplier and 3rd party, (3 days after pour)

Date final stress scheduled with PT cable supplier and 3rd party (7-10 days after pour)

Date any cables repaired

Letter of Final Acceptance from Engineer

Date all PT cables cut & grouted

Concrete Finishing: Determine type finish required for slabs

Do all exterior portions of the slab slope away from the building

Has specified floor flatness and level been achieved during finishing

Concrete Curing: What curing method is specified for the slab concrete

Is curing compound compatible with subsequent floor finishes

Concrete Inspections:

Has a Concrete Pour Check Sheet been completed for each slab-on-grade

placement

UFER ground installed and inspected

SLAB ON GRADE/PAVEMENT

Date/Time of Pour: ______________________________

FORM BOARD SURVEY COMPLETE/VERIFIED

AND HARD COPY ONSITE FOR BLDG INSPECTOR Yes / No

5. Design Mix # ____________________________________________________________________________

Called in by _______________________________________________________________________________

# of Yards ________________________________________________________________________________

Confirmed by ______________________________________________________________________________

6. Termite Protection:

Notified by ________________________________________________________________________________

Confirmed by ______________________________________________________________________________

Date Sprayed ______________________________________________________________________________

Rain Prior to Vapor Barrier ____________________________________________________________________

7 Vapor Barrier: No ___________ Yes ___________

If Yes, Thickness ___________________________________________________________________________

Location ________________________________________________________________________________________

Check by: ________________________________________________________________________________________

CONCRETE POUR CHECK SHEET

1. Description/Area of Pour:

___________________________________________________________________________________________________

_____________________________________________________________________________

2. Cushion Sand/Aggregate Base Course No __ Yes __

If Yes, Type Specified _________________________

Type Utilized _______________________________

Engineer/Lab Confirmation _____________________

Confirmed By _______________________________

3. Subgrade

Compaction: Specified _____% Actual _________%

Elevations: Checked by __________

# of Locations ______

Check Method:

___________________________________________________________________________________________________

_______________________________________________________________________________

4. Testing Laboratory: Notified by ____________ Confirmed by ___________

8. Reinforcing Steel -

Specified __________________________________________________________________________________

Installed __________________________________________________________________________________

Date submittal approved ______________________________________________________________________

Expansion Joints: No _______ Yes _____

If Yes, Spacing ___________________________________ Doweled ______________________

Control Joints No ________ Yes ________

If Yes, Spacing ________________________________________________ Doweled ______________________

Crimson Checked by: _____________________________________________________________________________

Testing Lab Approval: _________________________________ Confirmed by: ____________________________

9. Miscellaneous

Forms in Place: No _____ Yes _____

Elevations: Checked by _______________________________________ # of Locations______________

Check Method:

___________________________________________________________________________________________________

_______________________________________________________________________________

Embed Items in Place: No _____ Yes _____

Checked by: ________________________________________________________________________________

Underfloor Mechanical/Electrical Systems in Place:

No ______ Yes _____ Checked by: _____________________________________________________________

Subcontractor required during pour:

Mech. ___________ Notified by __________ Confirmed by __________

Plbg. ____________ NOtified by __________ Confirmed by __________

Elec. __________ Notified by __________ Confirmed by ____________

Speical Floor Treatment: No __________ Yes ___________

If yes, decribe

___________________________________________________________________________________________________

___________________________________________________________________________________________________

_____________________________________________________________________

Curing Compounds/Floor Hardeners: No __________ Yes __________ If yes, describe

___________________________________________________________________________________________________

___________________________________________________________________________________________________

_____________________________________________________________________

Pre-stress of PT Cables Scheduled (3 days after pour) _____________________________________________

Final Stress of PT Cables Scheduled (7-10 days after pour) _____________________________________________

Any PT Cables need repair? _____________________________________________

Date of Repair Cables _____________________________________________

Letter of Acceptance from Engineer _____________________________________________

All Cables Cut & Grouted _____________________________________________

10. Thickess of Concrete - Specified ____________________________________________________________

Elevation Control by: _______________________________________________________________________

Check Methods: ___________________________________________________________________________

________________________________________________________________________________________

Thickness Control by: _______________________________________________________________________

Check Method: ____________________________________________________________________________

Placement Method: _________________________________________________________________________

________________________________________________________________________________________


General Provisions: Verify proper subgrade compaction, grade and drainage

Subgrade elevation verified

Have all irrigation and electrical sleeves been installed

28 Day concrete compressive strength specified for pavement ________ psi

28 Day concrete compressive strength specified for sidewalks ________ psi

Air entrainment specified for concrete mix design

Verify curing compound per approved submittal

Have concrete mix designs been submitted and approved by Civil and 311T 3rd

party inspection

Has a construction materials testing lab been selected for the project

Has the testing labs' current certification been submitted and approved

Has the frequency of tests been determined for the concrete sampling

Distribution of test reports been determined

Are inlets, manholes and other utility apparatuses at proper grade prior

to concrete placement

Is pavement joint layout plan required to be submitted for approval and has plan ben

approved

Has the placement sequence and number designation been completed

Has a barricade plan been developed and implemented to keep construction traffic

off newly placed concrete

Has specified expansion joint material been installed at required locations

Are the construction and contraction joint locations as shown on the plans

Do the plans and specifications stipulate the adjacency of the concrete

placements

Has minimum concrete compressive strengths been obtained prior to

allowing traffic on pavement

Has a Concrete Pour Check Sheet been completed for each sidewalk and

pavement placement

Have the plans been verified for ADA accessibility and do conflicts

exist with the grades required by ADA/TAS (dumpster location, accessible entrance

and parking)

Have ACI recommendations been followed for hot weather concrete

Have ACI recommendations been followed for cold weather concrete

Is a concrete cylinder storage container being used for storing test cylinders

on site

Has slurry from concrete sawing been washed away on the same day as the

concrete cutting was conducted

Has specified and approved joint sealant been applied

CONCRETE PAVEMENT & SIDEWALKS


General Provisions: Verify proper subgrade compaction, grade and drainage

Subgrade elevation verified

Asphalt mix design submitted and approved

Seal/tack coat applied per specifications

Has a construction materials testing lab been selected for the project

Has the testing labs' current certification been submitted and approved

Distribution of test reports been determined

Has the frequency of tests been determined for the sampling asphalt

Has base course material sample been submitted ands approved by the

testing lab

Has the placement sequence and number designation been completed

Has a barricade plan been developed and implemented to keep construction

traffic off newly placed concrete

Has base course been proof rolled with a "loaded" tandem axle dump truck

with the testing lab present

Are inlets, manholes and other utility apparatuses at proper grade prior

to placement

Have the plans been verified for ADA accessibility and do conflicts exist

with the grades required by ADA/TAS

Has a Asphalt Pavement Quality Control Check List been completed for

each sidewalk and pavement placement

ASPHALT PAVEMENT

Project: _________________________________ Asphalt Sub: _________________________________

Superintendent: ____________________________ Dirt work Sub: ________________________________

Initial:

1. Check boundaries of Asphalt Paving Installation

(make sure everyone is clear where the asphalt is to be

installed). Approved by: _________________________________

2. Achieve proper densities and grades of the subgrade

in areas which base, lime stabilization or asphalt is to be

installed over. Obtain testing labs approval of

densities and lime stabilization prior to starting paving

operations. Have Engineer check grades and paving

sub approve prior to starting base or lime stabilization.

NOTE: THE PROFILE OF THE SUBGRADE WILL BE

THE SAME PROFILE OF THE FINISHED ASPHALT

PAVING! BE "HARD-NOSED" ABOUT THE PROFILE

OF THE SUBGRADE BEING ACCURATE.

Approved by: _________________________________

Grades checked: _______________________________

Densities checked: _____________________________

3. Proof roll subgrade prior to installing of base, lime

stabilization or paving. Ask Asphalt Paver to do a

proof roll check out of his base or completed lime

stabilization before laying down asphalt.

a. Approved to start

b. Identify soft spots - Remove and re-compact. (see item 8

in this checklist)

c. Check proper grades. (Asphalt subcontractor to accept

grades and proper density - soft spots before moving on.

Approved by: _________________________________

Subgrade checked: _____________________________

Prof Roll, Grades Accepted by Asphalt Sub:

_____________________________

4. Install Base over approved subgrade or over

approved time stabilized subgrade. Testing lab must

approved lime stabilization and subgrade density before

starting base or asphalt. Approved to install: _____________________________

5. Check for proper thickness of base or lime

stabilization using a Cambel Hammer. (This is a slip

hammer with a internal rode that will capture a small

section of what is being driven through. Drive this through

the base until you hit subgrade, pull it out of the base and

measure the depth of base in the section of the Cambel

Hammer. Do this on a grid or randomly, approximately 1

test for 1000 S. F. (Donnie Lindstrom has this hammer -

Obtain it for your site before asphalt paving starts and

return to Donnie immediately upon completion). Thickness of base checked: _______________________

CRIMSON CONSTRUCTION, INC.

6. Obtain proper densities and grades of base

installed. Asphalt paving musts be installed within 72 hours

of complete of base. If it rains prior to installing asphalt

densities must be verified and asphalt contractor to proof

roll all base and accept service before starting -- Obtain

sign off .

Asphalt installed within 72 hours of competition of base:

____________________________________________

7. Swells - pay close attention not the path of drainage

of water off the site. Check Grades closely in these areas

making sure water flows across parking lot in lieu of

pooling.

Made site Observation of plans and flow of water:

____________________________________________

8. ASPHALT INSTALLATION

Prior to laying down any Asphalt, the asphalt sub must

proof roll all base and verify that there are no soft spots in

base before proceeding.

Proof roll made and approved to proceed:

____________________________________________

9. IF YOU FIND SOFT SPOTS

Remove base and re-compact. Obtain testing labs approval

of density and proof roll again. (Note: Before you let

Asphalt sub start laying Asphalt over base he must sign off

that he accepts the base that he is laying the asphalt over).

Soft spots repaired: ____________________________

No soft spots: ________________________________

10. ASPHALT IS BEING INSTALLED

Check depth of Asphalt being installed with an All-Thread

Rod. Use (2) bolts and a washer to set depth of asphalt

placed.

Bolt Bolt

Washer

3" deep

Set specified depth by adjusting bolts and washer on the all

thread rod.

Push the thread rod into the asphalt while it is soft. The rod

will go through the asphalt easily until it hits the hard base.

If when the rod hits base and the washer is touching the top

surface of the asphalt you have the full depth of asphalt

specified. If the washer sinks into the top surface of the

installed surface the you have more thickness than

specified. If the Rod hits the base and the washer is not

touching the top surface of the asphalt, then you have less

asphalt than is specified - Notify Asphalt Subcontractor of

this deficient condition and have him correct it prior to

them leaving the site.

Checked depth in a grid and approved:

___________________________________________

Pavement Area

Check:

Thickness or Depth of Asphalt using a 30' x 30' grid. On bigger

parking lots use 50' x 50' grid.

Note: Denotes where depth of asphalt was checked

for proper thickness.


Preceding Verify stud spacing and quantity per structural plans

Need rough openings for all openings; doors, windows, garage doors

Coordinate framing to comply with energy code inspections (California

corners, insulation board in exterior headers)

Coordinate all structural beam conflicts with plumbing

NO JOB BUILT OR ALUMINUM LADDERS

Pressure Treatment: Treated lumber at all sill and post in contract with concrete

Specified sill seal installed beneath treated plate (Protecto - Wrap)

Hold Down: Cross reference structural plans for proper framing hardware placement

Floor Trusses:

Ship drawings sealed by Engineer submitted/approved by Engineer of

Record

All broken or damaged trusses repaired per Engineer's sealed repair letter

Proper bearing point of trusses verified

Coordinate plumbing stacks before installation of trusses

Beams located correctly and verified to plans

Coordinate venting & duct runs with truss layout

Proper number of studs installed beneath beams, girders, LVL's

No trusses bearing on cut plates for plumbing

Truss hangers properly installed and nailing verified

Floor truss installation inspected by Structural Engineer

Consultant inspection Report/Certifications for Compliance

Roof Trusses: __________ * OSB or ___________ * Plywood, Exposure 1, APA stamped

Inspected proper specified nailing pattern

Ply clips installed, 1/8" end gaps.

Subflooring:

__________ * T&G OSB Sturdifloor or ____________ * Plywood,

Ex Exposure 1, APA stamped

Installed with specified nails and glued to floor system

Misc.: All lumber grade stamped by approved mill

Per Structural engineers plans

Correct number of studs or post beneath headers, beams, LVLs

All blocking, shims, backing, etc. using solid 2x wood

Confirm that all deadwood installed as needed

Chimneys must be part of the building structure

Garage door isolate beam at individual garages

Garage door isolate beam at individual garages

All lumber field inspected and approved by Structural Engineer

Verify partition layout complies with all ADA & Fair Housing Guild lines

Check for bowed studs and plumb walls

Check for squared & plumb window, doors, and cased cased openings

Verify window returns & fur downs are square, plumb & level

Verify stud proctors at all piping locations

ROUGH CARPENTRY

Confirm fur down framing at fan coil allows for proper fall of condensation

lines

Coordinate all framed openings for HVAC

Building Wrap: Confirm building wrap type is per plans & specs

Waterproofing consultant pre-installation meeting

Verify building wrap requirements

Verify specified tape has been used on all joints

Use maximum width and length of material possible

Lap over all "Head" and base flashings

Material to lie flat and tight at all inside and outside corners

All penetrations shall be flashed, taped or sealed as required

Tape as work progresses

Manufacture has inspected building wrap before proceeding with cover up

Exterior Trim: Material as specified grade

All trim installed over Tyvek

Fiber Cement Siding Install with specified nails

Preconstruction meeting with framer to discuss nailing procedures

Install in accordance with manufactures recommendations

Manufacturer's rep to field verify installation

Exterior Door Installation Install upper floor door units over 1X4 blocking to allow for gyp crete

Confirm threshold sill heights for door units accommodate adjacent floor

finishes

Install shims at all hinge and strike locations

Install all necessary flashing/waterproofing at exterior doors

Building Number


Waterproofing/Flashing

Consultant Obtain consultants preconstruction report on flashing details

Final inspection/certification of all installation

Manufacturer inspected for warranty compliance

Window Flashing Install all over window flashings & cut at corners and taped

Head flashing installed over window flange

Jamb flashings to run 6" above window head opening

Jamb flashings to be installed after window installation and over

flanges

Install windows after sill flashing

Sill flashing installed first

Sill flashing adhered over Tyvek or Zip system at window sill

Sill flashing to run 6" past opening, cut and lap up jambs

Sill flashing to be installed prior to window installation

Roofing - Shingle

Roofer to inspect and accept roof deck and scupper location & elevation prior to

mobilization

Verify all MEP penetrations complete

Shingle exposure per manufactures instructions

Last tin shingle shall have diverter

Read Manufactures Instructions

Nail only along shingle's nail line with proper number of nails

Starter shingles at eaves and rakes, overhang 1/2"

Drip edge flashing per plans & specs

Install roofing nails per plans & specs

Roofing Felt Confirm proper weight per plans & specs

Drip edge installed under felt paper at eaves, over paper at rakes

Lap 24" vertically at adjacent walls

Roofing - TPO

Roofer to inspect and accept roof deck and scupper location & elevation prior to

mobilization

Verify all MEP penetrations complete

Protection board installed per manufacturer recommendation

Verify adequate slope for no ponding water at all tapered insulation locations

Pre-Insulation: Telephone/CATV pre-wire complete per plans

Fire alarm, access controls, camera, unit pre-wire, telephone/data service

provider homeruns, sound system pre-wire complete per

plans and inspected

Foam sealant installed at exterior windows, corners, tee's penetrations

Fire sealant, fire collars installed at penetrations through rated assemblies

Fire dampers installed in ductwork per Manf. UL assembly test

All draft stops and fire tape complete at party walls

Metal plates installed on studs/plates to protect piping

MOISTURE PROTECTION AND INSULATION

Washer boxes, icemaker boxes, shower heads, securely fastened

Are hose bibbs frost proof and securely fastened?

Bath tubs anchored to framing

Water lines in or within 2' of exterior walls insulated

Electrical fixture and outlet locations correct

Studs located on proper centers (12", 16", 24")

Bowed or missing studs replaced

Correct number of studs installed beneath beams and headers

Floor & roof truss bearing points properly supported

Damaged/cut trusses repaired, inspected and sealed repair drawing in file

All blocking installed for cabinets, shelves, bath accessories, med.

cabinets

Exterior doors set, shimmed, blocked at hinge butts & strikes, 3"

screws used

Exterior door thresholds grouted/supported

Door and window heads/jambs checked for proper margins

Windows close and lock properly

MEPF inspection complete

Drywall stocked perpendicular to trusses and stack height not excessive

Is the water on in the building?

3rd Party Energy Insp Coordinate compliance with all energy inspections prior

Insulation: Exterior walls & Party walls per specification

If Required, R-11 under hard surface areas/2'-0' past edge of areas

Specified insulation at all attics and vaults

Insulation at all join spaces/knee walls of exterior perimeter

Batts on exterior side of all piping

Fireplace chase insulated

Poly-seal foam sealant at all doors, windows, corners, Ts, and plates

Baffles installed at attic spaces

Pre sheetrock inspection for missing insulation

Bldg Sealant Verify all masonry control joints sealed

Verify all exterior doors & windows are properly caulked

Verify all balcony door thresholds are sealed

Paving &

SidewalkSealantsVerify all saw joints, redwood control joints and bldg expansion joints are

sealed


Light Weight Concrete Has a concrete mix design(s) been submitted and approved

Has a jointing plan, if needed, been submitted and approved

Procure balcony embeds and coordinate layout with balcony rail fabricator

Verify all balcony decking and trim complete

Verify all wateproofing installed and water tested

Confirm T-bar clean of any concrete

Confirm all debris is cleaned up

Gypcrete Coordinate pre-pour locations under tubs, showers and void spaces

Verify all debris removed and generally clean before mobilization

Confirm sound mat per approved submittal

Confirm all sheetrock and texture complete prior to mobilization

Balcony Rails Field dimension embeds prior to fabricating any rails

Verify style of rails

Confirm lead time on fabrication

Coordinate hoisting requirements

Light Weight and Gypcrete

Building Number


Preceding Need approved cabinet shops to coordinate location

Need approved light fixtures to coordinate location

Electrical - Rough In All exterior outlets in waterproof boxes with GFI protection

All exterior switches in waterproof boxes

Outlets provided in master bedroom closet for security system

Electrical boxes staggered at party walls - no back to back locations

Metal junctions boxes installed and properly braced for ceiling fans

All penetrations through rated assemblies fireproofed

All metal conduit, boxes and supporting devices isolated from copper

piping

CATV pre-wired to correct locations with correct type wires

Telephone pre-wired to correct locations with correct category wire

Bath exhaust fans installed in correct location

Light fixture and fire sprinkler head locations not in conflict with smoke

detectors

Low voltage wiring installed for garage door operators, door bells

HVAC control wiring installed

Fire alarm rough in complete - mini-horns, pull stations, telephone

to FACP

Confirm phone lines routed to drive gate, sprinkler riser and

elevators

Electrical - Trim & Fixtures Each bath on separate GFI circuit breaker

Trim covers installed and straight

Smoke detectors installed

All circuits legibly labeled in electrical panel per city requirements

Range hoods with light bulb installed and power connected

Light fixtures complete with all light bulbs installed

Test run appliances

ELECTRICAL

Building Number


HVAC Condensing Equipment per Specs or as approved in writing

Condensing Unit with minimum SEER Rating as specified

Air Handle per Plans & Specs or as approved in writing

Verify location of supply & return boots do not conflict with trim, mold,

fixtures, etc.

Freon lines per plans & specs

Suction piping shall be insulated with taped joints

All grilles & diffusers per plans & specs

Primary and secondary condensate drains connected (float switches on MPC)

Condensate drain lines pitched min. 1/4" per foot

Dryer venting per plans & specs and clear of base boards

All joints sealed (taped) in galvanized sheet metal ducts

Ground mounted condensing units on pads and level

Refrigerant lines run through sheet metal snout and sealed at exterior walls

Fire Dampers, sleeves and boots supported and installed per UL test assembly

Access doors for fire dampers installed where required and square with

adjacent wall

All penetrations through rated assemblies fireproofed and sealed

Warranty Cards completed with serial number for equipment from

Subcontractor

Plumbing - Under Slab

Rough In Underground plumbing shops coordinated with surveyor

Polysleeve all below grade metallic pipe if in corrosive soil

Below grade water pipe per plans & specs

Below grade water pipe wrapped with 1/2" armaflex at penetration through

concrete

Below grade drainage pipe per plans & specs or city code

Trenches backfill and compacted in 8" lifts

Pressure reducing valves installed (required if pressure exceeds 75 psi)

Water test sanitary sewer lines prior to pouring concrete

Recess slab in areas with handicap shower units

All floor drains, floor sinks and clean outs per approved submittal

Plumbing - Above Slab

Rough In Above grade drainage pipe per plans, specs and approved submittals

Water piping above slab per plans, specs and approved submittals

All penetrations through rated assemblies fireproofed and collars installed

Gas piping below grade per plans, specs and approved submittals

Gas piping inside building per plans, specs and approved submittals

Gas piping air tested and City approval of test received

Hose bibbs installed with proper type and location per plans, specs and

approved submittals

MECHANICAL

Confirm Fire rated Washer box and/or Ice Maker box if located in rated wall

Water plumbed for individual water meters and spacers provided by Sub-meter

vendor if required

Hot and cold water lines marked

Water lines insulated and braced for sound insulation

No water lines run in exterior walls or attic spaces

Water line insulated in breezeways and garage ceilings per specs

All water pipes within 5 feet of exterior walls insulated

Passed hydrostatic test and City approval of test received.

Metal stud guards for supply and drain lines installed in Walls, Floors, &

Ceilings

Water on lines or air charged during drywall installation

Condensate drain lines installed to within 5' of air handler

Verify shower head blocking and mounting heights

Install necessary heat traces on all plumbing pipe in unconditioned spaces

Plumbing - Trim & Fixtures Fixtures provided per approved submittal

Fixture supply lines per plans & specs

Water heater drain pans installed with drain line

All lavatories, sinks, tubs, and water closets caulked

Ice maker final connections made to refrigerator

Shut off valves or stops installed for all fixtures

Gas water heaters and fireplace pilots lit

Shower curtain rod installed

Confirm leak checks with dishwasher cycle

Confirm disposal test run

Verify turnover to Management of aerators, strainers, stoppers and

disposal keys

Fire Sprinkler - Rough In Sidewall heads only on top floor units or per plans

No wet lines in exterior walls

No wet lines installed in unconditioned space

Dry line or antifreeze loops installed in unconditioned spaces

Dry pendant or dry sidewall heads installed at potential freeze areas

No coverage obstructions from beams or light fixtures

Sprinkler system grounded properly (if metallic pipe)

Tamper, flow switches, gongs and other devices coordinated with Fire

Alarm Sub

All penetration through rated assemblies fireproofed

Verify all sprinkler head paint protectors are installed

Fire Sprinkler - Trim Provide extra sprinkler cabinet with 12 spare heads of each type used

Verify all escutcheon are installed in every unit, closet, balcony, etc..

Valves, switches, and flow clearly labeled

Building Number


Masonry

Procure all lintels for windows, doors & garage doors prior to

mobilization

Brick ties installed per plans, specs and inspected by AHJ

Install any membrane flashing over lintels per plan and specs

Coordinate control joints per plans and specs

Do not strike mortar on back of brick

Joint tooling per plans & specs

Weep holes per plans & specs

Clean all brick using SureKlean & brush as work progresses

(NO ACID WASH)

All whole brick salvaged and moved to secure location designated

by owner

All scrap & trash removed

Mortar testing if required

Provide a mock up all types & colors for approval

Stucco All lath inspected by AHJ

Head laps/end laps have been properly installed

Inside/outside corners have prefab bead installed

Properly lapped at all flashing, balconies, roofs, etc.

Paper/wrap in not torn, damaged or punctured

All window & door flashings installed

Protect any adjacent finished area ie: roof, masonry, windows,

paving, etc.

Provide mock up of all colors for owner approval

MASONRY/STUCCO

Building Number


Drywall

Metal OS corner bead on all outside corners, wraps, and furrdowns install wood

screws

All areas behind tubs have been dry walled

No overspray on adjacent surfaces, windows or other fixtures

All perimeter joints at party walls and ceilings caulked

Verify UL number shown on plans conforms with UL book sketches

WR board at all tub areas and correct height for tile coarsing

All nail and screw patterns conforms to plans and inspected if required

Establish control sample for texture finish approved by Architect

Prior to tape & bed confirm all corners, joints, etc. are ready for finish

Confirm all window returns are square, true and uniform

Correct all defective texture prior to paint

Interior Door & Trim All trim shapes, grades, & species per plans & specs

Interior doors installed plumb and level with correct reveal on sides and top

Interior doors undercut properly

Confirm all nails are set properly

Confirm all miters and joints are tight and properly aligned

Resilient Flooring Terminate at back of door stop adjacent to carpet

Caulk flooring at tub and water closet

No debris or uneven sub surfaces

Confirm moisture content of slab is within standards established by manufacture

Tile installed per manufactures recommendation

Verify seam seal is utilized for sheet vinyl seams

Confirm patters is square with walls

Carpet Installed specified rebond pad

Damage to base and adjacent floor tile repaired at tack strips

All carpet laid with matching pile direction

All seams are clean, straight and unfrayed

All pad taped with 2" tape

Reinstall all doors or other items removed from installation

Painting Provide a mock up for approval of all interior and exterior paint colors

All exterior wood trim & siding painted per plans & specs

Broom clean with floor sweep before spraying paint

Mask as necessary to protect finished items before spraying (i.e.: Elect

Panels, air handler)

All dissimilar materials caulked including doors & windows

All exterior doors and metal painted with oil based enamel

All vents, flues, flashing and misc. sheet metal painted if required by plans

All lintels primed and painted with oil based enamel

Fiber-cement siding painted per plans & specs.

Stucco painted with ____________________ two coats exterior latex

__________________________________ Sonneborne Elastomeric

Prep all trim before painting

Wire shelving No exposed ends, skinned or peeled surfaces

FINISH TRADES

All shelving & braces to be fastened to studs only (no anchor bolts)

All shelving over 3'6" in length has braces

Confirm shelving type and heights are per plans & specs

Toilet Accessories Installed with screws into studs or soil blocking

Towel bars installed where indicated on plans

Appliances All dryer vents secured and uncrimped

All icemakers hooked up and secured without crimps

Icemaker supply line materials per plans & specs

Dishwasher secured to countertop with uniform gap on both sides

All washer discharge hoses secured

All washer/dryers installed and hooked up

Anti-tip brackets installed on all ranges

Refrigerator to be install at angel so door closes

Install all appliances level and undamaged

Gather all Manuals for turnover to Management

Cabinets & Tops No caulk joint great than 1/4"

All doors and drawers squared and operating properly - adjust hinges as needed

Countertops secured, square and level

No countertop joints within 24" of sink

All cabinets installed per shop drawings

Countertop backsplash and end splash caulked at wall

End splashes caulked to countertop

Verify proper fasteners are used to erect cabinets to walls

Confirm ADA height requirements are met

Blinds All miniblinds installed square with 1/4" reveal on both sides

All blinds to operate smoothly


311T/Public Works

All public approaches, parallel parking, sidewalks, fire

vault apron, alleyway, handicap ramps accepted by the AHJ

and/or 3rd party

All water taps, sewer taps and any public pipe accepted by AHJ and/or 3rd party

Green/Energy 3rd party final acceptance of project

Fire Sprinkler Backflow preventer cerification

All required signage installed

Fire Marshal final acceptance

Fire Alarm All devices installed and tested

Monitoring acct set up and active for testing

Mechanical Final acceptance from AHJ

Plumbing Backflow preventer certification

Final acceptance from AHJ

Electrical Available Fault Current tag installed on MainVerify interior and exterior lighting comp check available

at time of inspection


Irrigation Backflow preventer certificationFinal acceptance from AHJ

Landscape Final acceptance from AHJ

Access Controls/Security Final acceptance from AHJ

Elevator

Electrical, Fire Alarm, Plumbing, Flooring complete prior

to inspection


Building Final/CO All bldg signage complete including address

Verify all permits are closed out prior to finalVerify all exit signs, panic hardware and egress lighting operation prior to final inspection

FINAL INSPECTIONS AND CO

Item Description Sign-off

Pre-Punch Develop worklist for subs throughout duration of project

Develop a list of remaining work to compete prior to Crimson Punch

Ensure all worklist items are 100% complete prior to

Crimson Punch

PM required to verify Crimson Punch 100% complete before scheduling Owner Punch

Confirm Owner Punch Book onsite

Confirm all material removed, bldg and site clean

Owner Punch Confirm appropriate subs present during Owner Punch

Confirm 100% all items are noted in Owner Punch Book

Confirm entire project is punched ie; all units, stairs,

corridors, storage, garages, amenity, leasing, maintenance,

electrical, roof, exterior bldg, site and pool.

Update completed items on Owner Punchlist every Thursday and send to PM

Owner to sign Owner Punch Book upon completion of

Punchlist

Punchlist Procedure

Page 1 of 2

Crimson Building CompanySubstantial Completion Inspection

Project: Building No.: Date:Address: Project No.:

NEW BUILDING CHECKLIST

NORTH EAST SOUTH WESTITEM ACCEPT ACCEPT ACCEPT ACCEPT

INSPECTED YES NO YES NO YES NO YES NO COMMENTSRoofDoorFasiaWindowWallsThresholdSidewalkRailingSoffitTrimValvesScupperGutterA/C - Cooler

1. Missing 4. Not Installed 7. Chipped/Cracked 10. Caulk Edges2. Patch and Paint 5. Needs Cleaning 8. Needs Paint 11. Remove Paint3. Not on Site 6. Not Working 9. Does Not Close

Page 2 of 2

Crimson Building Company

Project: Date:Address:

NEW DWELLING UNIT INTERIOR CHECKLIST APT. NO.

ITEM ACCEPTABLE ITEM ACCEPTABLEINSPECTED YES NO COMMENTS INSPECTED YES NO COMMENTS

LIVING ROOM LAUNDRYentrance door wallsunit number ceilinglock washer boxviewer washer/dryerdoor stopthreshold DININGceiling wallswalls ceilingfloor floorbase & trim electricalelectrical fixtures window/screenwindow & screen window coveringwindow covering

BEDROOMSKITCHEN ceilingceiling doorsdoors wallswalls floorfloor base & trimbase & trim closetcabinets window & screencounter top window coveringpantry lightrange/oven electrical outletssink/faucetdisposal BATHROOMSrefrigerator ceilingwindow & screen doorwindow covering wallslight(s) floorelectrical fixtures base & trim

cabinetPATIO/BALCONY counter toplight sink/faucetwalls med cabinetceiling linenfloor towel rod(s)

tissue holderSTORAGE toiletlight tub/showerwalls shower rodwater heater lightceiling ventfloor GFI

Page 3 of 2

HALLlights 1. Missing 5. Needs Cleaning 9. Does Not Close

walls 2. Patch & Paint 6. Not Working 10. Caulk Edges

ceiling 3. Not on Site 7. Chipped/Cracked 11. Remove Paint

floor 4. Not Installed 8. Needs Paint

Date post:	26-May-2018
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Q ASSURANCE UALITY CONTROLS HANDBOOK · QA/QC Checklist Table of Contents 1. Project Layout and...

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