HomeMy WebLinkAbout05010001-Project Info.01 DESCRIPTION
Work in this section incl,u,,des, but is not limited to:
1. Prefabricated 48 Wood I-Deck floor, and roof panes and
supporting beam. Schematic detail of 48 wood I-Deck panel:
,tS" I-}ECK SYSTEM
~ 16" T & O
3.024 INCH VIN'
/16" T & C OSB
~- EXPANDED POLYSTYRENE
C }RE TVD
2. Foundat ons: materials, equipment and labor required for placing,
finishing and curing of all cast-in-place concrete.
1.02 REFERENCES
Ao
1.
2.
3.
4.
5.
LUMBER:
AFPA T10 - Wood Frame Construction Manual; American Forest
and Paper Association; 2001.
PS 1 - Construction and Industrial Plywood; National Institute of
Standards and Technology (Department of Commerce); 1995.
PS 20 - American Softwood Lumber Standard; National Institute of
Standards and Technology (Department of Commerce); 1999.
SPIB (GR) - Grading Rules; Southern Pine Inspection Bureau, Inc.;
2002.
ASTM D5055 - Specification for Establishing and Monitoring
Structural Capacity of Prefabricated Wood I-Joists
B. CONCRETE
1. ACl 301 - Specifications for Structural Concrete for Buildings.
McKee Sunroom Designs
I-Deck System
00000-1
2. AC1305 - Hot Weather Concreting,
3, AC1305 - Cold Weather Concreting.
4. AC1318 - Building Code Requirements for Structural Concrete.
5. ASTM C33 ~ C°n~ete Aggregates,
ASTM C94 Ready-Mix(~d Concrete.
ASTM C150 - Portland Cement-
ASTM C260 - Air-Entraining Admixtures for Concrete.
ASTM C494 - Chemical Admixtures for ConCrete,
ASTM C618 - Coal Fly Ash and Raw or Calcined Natural Pozzolan
for Use as Mineral Adm xture in Concrete
1~03 QUALITY ASSURANCE
Lumber: Comply with PS 20 and approved grading rules and inspection
agencies,
I Acceptable Lumber Inspection Agencies: RIS, SPIB, WCLB, and
WWPA.
2. is
~re
eq~ specified.
B. Concrete:
1. Perform work in accordance with AC1318.
1.04 DELIVERY, STORAGE AND HANDLING
Delivery:
1. Deliver materials to the job s~te n manufacturers ong~na
packaging containers and bundles with manufacturer's brand
~ame and dentification intact and legible,
Storage and Handling:
1. Store and handle materials to protect against contact with damp
and wet surfaces, exposure to weather, breakage and damage,
1.05 ENV RONMENTAL REQUIREMENTS FOR CONCRETE - See Appendix A for
General Notes and Design Criteria.
McKee Sunroom Designs
I-Deck System 00000-2
B. PROPORTIONING CONCRETE MIXES
1. Establish concrete proportons to produce homogeneous, durable
mixes with the required average strength based on the appropriate
amount of overdes~gn as required by Section 5.3 of AC1318.
2. Flyash may be used as a cement substitute with a maximum 20
percent substitution rate on a pound for pound basis.
3. Proportion concrete mixes to provide workability and cons stency to
per'nit concrete to be worked readily into the c~rners and angle~ of
the forms and around reinforcement by the methods of placement and
consolidation to be emplOyed, witl~out segregatiOn or excess ve
bleeding.
4. Slump: 5 inches maximum.
5. Concrete Mix Classes:
1. Class A concrete:
a. Compressive strength at 28 days: 3000 psi.
b. Minimum cement content: 423 Ib/cu yd.
c. Maximum water-cement ratio: 0.58.
d. Air content: 5 to 7 perCent.
2.03 ACCESSORIES
Nails:
1. 8d. 10d, and 12d box nails and 8d common nail.
Bolts:
1. 1/2 diameter bolts ASTM A 307.
Support Beam Post Base Steel Plates:
I Size:
a. 1/4' x9 x5 fo (3)2x10.
b. 1/4" x 7" x 5" for (3) 2 x 8.
2~ Material: ASTM A 36.
3. Fabrcation Shop weld connections shall be as indicated
figures. Grind all v s bie exposed welds to a smooth Contour
on
McKee Sunroom Designs
I-Deck System 00000-5
D. M scellaneous Hardware: Model numbers listed for connectors or other
approved connection equal in capacity.
1. Framing Angles:
a, Simpson Strong-Tie A21 Framing Angle.
2. Coiled Straps:
a Simpson Strong-TieCS Coiled Straps.
3. Anchoring Systems:
a, HILTI HY 20 Adhesive Anchor w/Screen Tubes.
b. HILTI HY 150 Adhesive Anchor,
3.01 PREFABRICATED 48 WOO I-DECKPANELS
A. Provide 48" Wood I-Deck Panel for floor and roof framing where indicated
on figures using connections and accessories specified.
B. Install 48" Wood for floor and roof framing in accordance
with Appendix A ~
3.02 CAST-IN-PLACE CONCRETE
A. SURFACE CONDITIONS
1. Inspection:
a Before concrete is placed verify that concrete can be placed to
the required ine~ and elevations with required ~over for
reinforcement.
b, Do not embed an,y. items other than what is shown on figures
located in Appendix A and B
PREPARATION FOR CONCRETE PLACEMENT
McKee 00000-6
I-Deck System
1. Install items to be embedded n concrete. Position accurately and
secure against displacement,
2. Remove wood scraps ice, snow frost stand ng water and debr s from
areas in wh ch conCrete will be placed.
Thoroughly moisten subgrade on which concrete is to be placed.
Do not place concrete on frozen subgrade.
4. Thoroughly clean conveying and handling equipment.
PLACING CONCRETE
1. Addition of water to the concrete dudng transport or at the site is
strictly prohibited.
2, Convey concrete by methods and equipment capable of supplying
concrete from mixer to place of final deposit without segregation
and such that detectab e sett ng of concrete does not occur before
adjacent concrete is placed.
3 Limit vertical drop of concrete to 3 feet Unless appropriate
equipment is used t° prevent segregation.
4, Do not bear concrete conveying equipment on fresh concrete or
reinforcement.
5. P ace concrete at a rate such that the concrete is at all times plastic
and flows readi y between reinforcement and nto comers of forms
without segregation,
6. All concrete shall be d scharged nfo the structure within 90
m nutes after batching per ASTM C94.
7. Do not place concrete that has partially hardened, been retempered or
contaminated by foreign materials.
CONSOLIDATION
1. Thoroughly consolidate concrete working the concrete thoroughly
around embedded items and into the designed area.
CURING
1. Maintain concrete in a moist condton for at least 5 days at
temperatures above 70 degrees Fahrenheit and at least 7 d~ys at
temperatures between 40 and 70 degrees Fahrenheit.
McKee Sunroom Designs
I-Deck System 00000-7
F. HOT WEATHER CONCRETING
1. Follow the provisions of this Article and ACI 305 when the rate of
evaporation of surface moisture from the concrete exceeds 0 18
Ib/sq fi/hr (Figure 2,1.5, ACI 305).
2. Control concrete setting time w th the use of retarding adm xtures
or water-reducing & retarding admixtures as required to facilitate
placing and finishing operations.
3. Before placing concrete, spray the subgrade with water to keep
them cool and to prevent absorption of water from the concrete.
4 Transport, p ace and finish concrete as qu ckly as practicable.
Plan COncrete delivery, placng technques and conso dation
methods to avoid COld joints.
5. Maximum temperature of concrete during placing: 90 degrees
Fahrenheit.
6. Take additional precautions as necessary to prevent plastic
shrinkage cracking.
F¢ Article and ACI 306 when the
re
daily temperature
during the ~ than
Fahrenheit.
2 Control concrete setting time with the use of accelerating
admixtures and water-reducing accelerating admixtures as
reauired to facilitate placing and finishing operations.
a, Do not use calcium chloride as an accelerating admixture.
3. Temperature of concreie during placing: 55 to 75 degrees
Fahrenheit.
4. Maintain the temperature at the concrete surface between 55 and
75 degrees Fahrenheit until the concrete reaches 70 percent of its
specified compressive strength by providing heated enc °sures or
insulated blankets.
a. Construct weathertight eric osures, allowing the heated air to
circulate around the outer edges of the concrete.
5. Provide insulation or temporary backfill to protect all earth supported
concrete from damage due to frost heaving.
McKee Sunroom Designs
I-Deck system 00000-8
H. PROTECTION
1. Protect finished concrete surfaces from damage by construction
equipment mater a s or methods and by ran or running water.
2. Do not load any concrete member in such a way as to overstress
the concrete.
END OF SECTION
McKee Sunroom Designs
I-Deck System 00000-9
APPENDIX A
APPENDIX B
SCE
t #04212
LS
requirements i~
material properties:
lum
00000-3
YDECK SYSTEM
3R
ROOF
IONAL INFORMA~Ok
SLUED AND
S OF APA
4EW BEAN.
) MAX.
PE
PA
MAXIMdM OF 8-0 A RT.
<EE SUNF SNS
DECK SYSTEM
ECK PROJECTION
CHECKED BY:
SKK
SCE dOB NO.
04212
SJS/BEF
PIER FOUNDATION
SPAN (24'-0" MAX,)
- SEE
BEAM SCHEDULE
SYSTEM
(SEE NOTE 2)
~E
i-JOIST DECK SYSTEM 1,3 PSF
MISC. FLOOR 5 PSF
ROOF 8 PSF
DECKS '~0 PSF
ROOF 20 PSF
'ORMATION,
SHEETS OF THE 48" -DECK SYSTEM WILL BE GLUED AND 7EOUlREMENTS OF APA
NEW BEAM,
MIN. TO MAX.
CANTIEE'VER DIAGRAM
O'
O' TO
UM OF 8'-0" APART
IGNS
kS NOTED
2-14-'
- SEE
BEAM SCHEDULE
CK
48 I-DE
SYSTEM
(SEE NOTE 2)
NALEDTO JOISI'S TOP Ai'
I-JOIST DECK SYSTEM 13 PSF
M SC. FLOOR 5 PSF
ROOF 8 PSF
DECKS 40 PSF
ROOF 20 PSF
ONAL INFORMATION.
UED AND
REOUlREMENTS OF APA
TO
08702'12
' " ART
MAXIMUM OF 8-0 AP
}KEE SUNROOM DES GNS
CHECKED BY:
SKK
FIGURE,'
2-16'
I -nFCK SYSTFIVM
D. Miscellaneous Hardware: Model numbers listed for connectors or other
approved connection equal in capacity.
1. Framing Angles:
a. Simpson Strong -Tie A21 Framing Angle.
2. Coiled Straps:
a. Simpson Strong -Tie CS Coiled Straps.
3. Anchoring Systems:
a. HILTI HY 20 Adhesive Anchor w/ Screen Tubes.
b. HILTI HY 150 Adhesive Anchor.
PART 3 FXFCI 1TION
3.01 PREFABRICATED 48" WOOD I -DECK PANELS
A. Provide 48" Wood I -Deck Panel for floor and roof framing where indicated
on figures using connections and accessories specified.
B. Install 48" Wood I -Deck Panel for floor and roof framing in accordance
with Appendix A and B.
C. Install accessories where indicated and in accordance with 48" Wood
Deck Panel for floor and roof framing per Appendix A and B.
3.02 CAST -IN -PLACE CONCRETE
A. SURFACE CONDITIONS
1. Inspection:
a. Before concrete is placed verify that concrete can be placed to
the required lines and elevations with required cover for
reinforcement.
b. Do not embed any items other than what is shown on figures
located in Appendix A and B.
B. PREPARATION FOR CONCRETE PLACEMENT
McKee Sunroom Designs
1 -Deck System 00000 -6
' 0" B~
SPAN (24-
PLAN NOTES
1. SEE GENERAL NOTES ON FIGURE ' FOR ADDITIONAL INFORMATION.
2, THE PLYWooD SHEETS OF THE 48 I-DECK SYSTEM WiLL BE GLU[
NAILED TO JO STS TOP AND DOT' )M PER THE REQU REMENTS OF
DESIGN/CONSTRUCTION GUIDE,
$ PROYDE SMPSON,A21 FRAiviNG ANGLES AT TOP AND BOTTOM AND ON
EACH SIDE OF 48 -DECK SYSTEM FOR DECK ATTACHMENT
BE.A?
REQ D.
(3) 2xB - -
(3) 2x8 . ~ -
(5) 2xlO . .- -
(3) 2x10
SEE
TITLE
MCKEE
I'D
' F
12 DEC
' " ART
MAXIMUM OF 8-0 AP ,
DRA~'N BY:
SJS/MEF
~S
PROJECTION see
0~212
DESGNED BY:
SJS/MEF
3-12'
SPAN (
SUNROOM
NAILED TO JOISTS, TOP AND BO"FrOM PER 'file REQUIREMENTS OF APA
DESIGN/CONSTRUCTION GUIDE.
SUPPORTS
5
($) 2x8
TO MAX.
NOTES:
1. SUPPORTS SHALL BE EVENLY SPACED AT A MAXIMUi~ OF 8-0 APAR
~CKEE SUNR
I-DECK SYSTEM
DECK PROJECTION
FIGURE,
3-16'
CONTIf
PLAN NOTES
1. SEE GENERAL NOTES ON FGURE 1 FOR ADDTIONAL INFORMATIOr,,,
2. THE PL"PC/OOD SHEETS OF THE 4,8 -DECK SYSTEM WiLL BE GLUED AND
NAILED TO JOISTS TOP AND BOTTOM PER THE REQUIREMENTS OF APA
DESIGN/CONSTRUCTION GUIDE,
# OF )IAGRAM
SUPPORTS REQ'D.
(5) 2x10 1' TC 2 - _
(3) 2xi0 O' TO 2'
EVENLY SPACED AT A MAXIMUM OF 8'-0" APART.
MCKEE SU qF SIGNS
-DECt
20 DECK PROJECT ON
DRAWN BY:
SJS/MEF
3-20
FERLII
PLATE
SIDE VIEW
LEVELI.N~G NUT
(4- 1/8 EMBED,)
,, (CENTER IN CONC. PIPE)
-2 MAX.
SIMPSON
6 STRAP IN
CONCRETE
HY 150
ADHESIVE A.NCHOR
(MIN. 6 1/2 EMBED,
'4TO PIER)
#6 DOWEL J
I~DE(
DRAGON BY:
SJS/MEF
DESIGNED BY:
SJS/MEF
FIGURE,
,4.
/-EXISTING WALL SYSTEM
' R
., FLO0
SYSTEM
_ FOUNDATION SYSTEM
WALL SYSTEM
LOOR
EXISTING WOOD
FRAMING
ATTACHMENT
SJS/MEF
BEARING WALL
48" I-DEC~
SYSTEM
(SEE NOTE 2)
(T~P.)
ROOF FRAN
I DEC
I
4 NOTES
1, SEE GENERAL NOTES ON FIGURE 1 FOR ADDITIONAL INFORMATION.
2. THE PLYWOOD SHEETS OF THE 48 I~DECK SYSTEM WILL BE GLUED AND
NAILED TO JO STS, TOP AND BOTTOM PER THE REQUIREMENTS OF APA
DESIGN/CONSTRUCTiON GUIDE
3. ROOF 10AD PATH TO BEAR DIRECTLY ON BEARING WALL.
DRAWING TITLE
MCKEE SUNROOM DES'GNS
-DECK SYSTEM
ROOF FRAMING PLAN
OESBNED BY:
12~13-04
FIGURE,
6
~D£CK SYSTEM -'-,
lEVELED 2x BLOCK
· BEVELED 2x BLOCK
BEARING WALL STUD
' N
~KEE SUNROOM DESIG S
4 ROOF SYSTEM
OOF DECK SECTION
7