HomeMy WebLinkAbout05090051-Bldg. Specs.Silver Creek Engineering,
SPECIFICATIONS FOR WOOD I-DECK FLOOR
AND ROOF SYSTEM
Date: December, 2004
Project:
McKee Sunroom Designs
7051 Corporate Circle
Indlanapoli, Indiana 46278
SCE Project #04212
Prepared by:
Silv Inc.
7108 Waldemar Drive
Indianapolis, Indiana 46268
STATE Ot=
297-2942
1.01 DESCRIPTION
Work in this section includes, but is not limited to:
1. Prefabricated 48" Wood I-Deck floor and roof panels
supporting beam. Schematic detail of 48" wood I-Deck panel:
48 -DECK SYSTEM
· ,. ,--~7 16" T & G 0SB
9 2"
ENGINEERED JI ~ II '?.1 ~ II PANEL
-JOIST (TYP)
~EXPANDED ~OLYS~YRENE
;ORE TYP
and
Foundations: materials, equipment and labor required for placing,
finishing and curing of all cast-in-place concrete.
1.02 REFERENCES
LUMBER:
1. AFPA T10 - Wood Frame Construction Manual; American Forest
and Paper Association; 2001,
2. PS I - Construction and Industrial Plywood; National Institute of
Standards and Technology (Department of Commerce); 1995.
3. PS 20 - American Softwood Lumber Standard; National Institute of
Standards and Technology (Department of Commerce); 1999.
4. SPIB (GR) - Grading Rules; Southern Pine Inspection Bureau, Inc.:
2002.
5. ASTM D5055 - Specification for Establishing and Monitoring
Structural Capacity of Prefabricated Wood I-Joists
B. CONCRETE
1. ACI 301 - Specifications for Structural Concrete for Buildings.
McKee Sunroom Designs
I-Deck System
00000-1
2. ACI 305 - Hot Weather Concreting,
3. AC1305 - Cold Weather Concreting.
4. ACI 318 - Building Code Requirements for Structural Concrete.
5. ASTM C33 - Concrete Aggregates,
ASTM C94 ~ Ready-M x~d Concrete.
7. ASTM C150 - Port and Cement,
8. ASTM C260 - Air-Entra n ng Admixtures for Concrete,
9_ ASTM C494 - Chemical Admixtures for Concrete,
10. ASTM C618 - Coal Fly Ash and Raw or Calcined Natural Pozzolan
for Use as Mineral Adm xtUre in Concrete
1.03 QUALITY ASSURANCE
A. Lumbe. r: Comply withPS 20 and approved grading rules and inspection
agencies.
1. Acceptable Lumber Inspection Agencies: RIS, SPIB, WCLB, and
WWPA,
2. Lumber of other species or grades, or graded by other agencies, is
acceptable provided structural and appearance characteristics are
equivalent to or better than products specified·
Concrete:
1. Perform work in accordance with AC l 318,
1.04 DELIVERY, STORAGE AND HANDLING
A. Delivery:
I Deliver materials to the job site ~n manufacturers original
packag ng, containers and bundles with manufacturer's brand
name and identification intact and leg hie
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 ENVIRONMENTAL REQUIREMENTS FOR CONCRETE - See Appendix A for
General Notes and Design Criteria,
McKee Sunroom Designs 00000-2
I-Deck System
Inclement Weather: Do not place concrete during rain. sleet or snow unless
adequate protection ~s provided.
B Hot Weather: Perform work under provisions of Article 3.02 F
C. Cold Weather: Perform work under provisions of Article 3.02 G.
1.06 LIMITATIONS - See Appendix A for General Notes and Design Criteria,
Loads:
1. Concentrated loads greater than 300 pounds shall not be applied
to Wood PDeck panels.
Cutting:
1. Except for cutting to length, 48" Wood I-Deck Floor and Roof
System shall not be cut, drilled or notched.
2.01 PREFABRICATED 48" WOOD I-DECK PANELS
Acceptable products:
1. _ '~'-, I~= ~-: As assembled by McKee Sunroom
~uRP~: Nom na sizes are as indicated except as
shown by detai dimensions. Provide dressed umber, S4S
manufactured to actUal sizes required by PS 20 to comp y wth
requirements indicated below:
a. Moisture Content: Seasoned, with 19 percent maximum
moisture content at time of dressing and shipment.
b. Species: No~ 2 Southern Pine Dimension Lumber or Equal
with the following minimum material properties:
Fb = 1050 psi
Ft = 575 psi
McKee Sunroom Designs 00000-3
i-Deck System
Characteristics:
1.
Fy = 90 psi
Fo± = 565 psi
Fo= 1500 psi
E = 1,600,000 psi
_-" _-. : _ - ~ : Flanges, Webs, and Beams are to meet
the design criteria given in the figures in Appendix A and El for the
loadings, deflection, and span and meet as shown In Appendix B.
It is the responsibility of the owner to verify that the criteria of the
figures meet all local building codes.
48" Wood I-Deck Panel length:
1. As required for loading deflection, span and bearing. See
Appendix B for Floor and Framing Plans for 12', 14', 16', and 20'
deck projections for simple spans and continuous spans with
cantilevers.
2.02 CAST-IN-PLACE CONCRETE
A CONCRETE MATERIALS
1. Portland Cement: ASTM C150, Type I or Type III.
2. Fine Aggregate: ASTM C33.
a. Natural sand of clean, hard, durable particles.
3. Coarse Aggregate: ASTM C33.
a. Crushed stone or gravel of clean, sound, tough, durable
particles.
1. For air-entrained concrete m~xes: ASTM C33, Class 4S.
4. Water: Clean and free from injurious amounts of oil, acids, alkalis,
salts, organic materials and other deleterious substances.
5. Air-Entraining Admixture: ASTM C260.
6. Flyash: ASTM C618, Type C.
a Maximum loss on ignition: 1.50 percent.
b. Maximum amount retained when wet-sieved on No. 325 sieve:
30 percent.
McKee Sunroom Designs 00000-4
I-Deck System
B. PROPORTIONING CONCRETE MIXES
1. Establish concrete proportions to produce homogeneous, durable
mixes with the required average strength based on the appropriate
amount of overdesign as required by Section 5.3 of ACl 318.
Flyash may be used as a cement substitute with a maximum 20
p~rcent suSstitution rate on a pound for pound basis.
Proportion concrete mixes to provide workability and consistency to
permit concrete to be worked readily into the corners and angles of
the forms and around reinforcement by the methods of placement and
consolidation to be employed, without segregation or excessive
bleeding.
Slump: 5 inches maximum.
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. Sd, 10d, and 12d box nails and 8d common nail.
Bolts:
1. 1/2" diameter bolts ASTM A 307.
Support Beam Post Base Steel Plates:
1. Size:
a. 114" x 9" x 5" for (3) 2 x 10.
b. 1/4" x 7" x 5" for (3) 2 x 8.
2, Material: ASTM A 36,
3, Fabrication Shop wed connections shall be as indicated
figures. Grind all vis b e exposed we ds to a smooth contour
on
McKee Sunroom Designs 00000-5
I-Deck System
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 ~ 50 Adhesive Anchor.
3.01 PREFABRICATED 48" WOOD I-DECK PANELS
Provide 48" Wood I-Deck Panel for floor and roof framing where indicated
on figures using connections and accessories specified
" o d
B. Install 48 W o I-Deck Panel for floor and roof framing ~n accordance
with Appendix A and B
Install accessories where indicated and in accordance with 48" Wood I-
Deck Panel for floor and roof framing per Appendix A and B.
3.02 CAST-IN-PLACE CONCRETE
SURFACE CONDITIONS
1. Inspection:
a. Before concrete s p aced verify that concrete can be placed to
the required line~ and elev,~tions with required ~;over 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 00000-6
i-Deck System
1.
2.
3.
4.
Install items to be embedded in concrete. Position accurately and
secure against displacement.
Remove wood scraps, ice, snow~ frost, standing water and debris from
areas in which concrete will be placed.
Thoroughly moisten subgrade on which concrete is to be placed
Do not place concrete on frozen subgrede.
Thoroughly clean conveying and handling equipment.
PLACING CONCRETE
1. Addition of water to the concrete during 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 ~etectable setting of concrete does r~ot occur before
adjacent concrete is placed.
3. Limit vertical drop of concrete to 3 feet unless appropriate
equipment is used to prevent segregation.
4. Do not bear concrete conveying equipment on fresh concrete or
reinforcement.
5. Place concrete at a rate such that the concrete is at all times plastic
and flows readily between reinforcement and into corners of forms
without segregation.
6. All concrete shall be discharged into the structure withi~ 90
minutes after batching per ASTM C94.
7. Do not place concrete that nas partially hardened been retempered or
contaminated by foreign materials.
CONSOLIDATION
1, Thoroughly consol date concrete working the concrete thoroughly
around ~mbedded items and into the designed area.
CURING
1. Maintain concrete in a moist condition for at least 5 days at
temperatures above 70 degrees Fahrenheit and at least 7 days at
temperatures between 40 and 70 degrees Fahrenheit,
McKee Sunroom Designs 00000-7
I-Deck System
HOT WEATHER CONCRETING
1. Follow the provisions of this Article and ACI 305 when the rate of
evaporation of surface -noisture from the concrete exceeds 0.18
Ib/sq ft/hr (Figure 2,1,5, AC1305).
Control concrete setting time with the use of retarding admixtures
or water-reaucing & retarding admixtures as required to facilitate
placing and finishing operations.
3. Before placing concrete spray the subgrade w th water to keep
them cool and to prevent absorption of water from the concrete,
4, Transport, place and finish concrete as quickly as practicable.
Plan concrete delivery, placing techniques and consolidation
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.
COLD WEATHER CONCRETING
1. Follow the provisions of this Article and ACl 306 when the average
daily temperature (average of the highest and lowest temperature
during the period from midnight to midnight) is less than 40 degrees
Fahrenheit.
2. Control concrete setting time with the use of accelerating
admixtures and water-~'educing accelerating admixtures as
required to facilitate placing and finishing operations.
a Do not use calcium chloride as an accelerating admixture.
3. Temperature of concrete 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 enclosures or
r~sulated blankets,
a. Construct weathertight eric osures, allowing the heated air to
circulate around the Outer edges of the concrete
5. Provide insu at on or temporary backfill to protect all earth supported
concrete from damage due to frost heaving.
McKee Sunroom Designs 00000-8
I-Deck System
PROTECTION
1. Protect finished concrete surfaces from damage by construction
equipment, materials or methods and by rain 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
GENERAL NOTES
ALL CONSTRUCTION SHALL BE ~N ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE, 2000 EDITION.
FOUNDATIONS
PREPARE ALL AREAS OF THE SITE SUPPORTING THE STRUCTURE BY REMOVING ALL TOPSOIL, EXISTING FILL, ORGANIC
MATERIAL, OR FROZEN WET, SOFT, LOOSE OR OTHERWISE UNSUITABLE MATERIALS.
2 SUBSURFACE CONDITIONS HAVE BEEN ASSUMED TO BE ADEQUATE TO PROVIDE AN ALLOWABLE SOIL BEARING PRESSURE OF
2000 PSF,
CONCRETE
1. THE MIXNG HANDLING, PLACNG, A,ID CURI,,NG OF CONCRETE SHALL BE IN ACCORDANCE WITH THE ACI "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE (AC 318).
2. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE W~TH ACI 301, ACI 318 AND ACI 306. DO NOT PLACE DURING
RAIN, SLEET, OR SNOW WITHOUT ADEQUATE oROTECTON.
3. FLY ASH MEETING ASTM C618 TYPE C WITH MAXIMUM LOSS ON IGNITION OF 1.5 PERCENT AND THE ~AXIMUM AMOUNT
RETAINED WHEN WET-SIEVED ON NO. 325 SIEVE OF 30 PERCENT, MAY BE USED AS A POUND-FOR-POUNO SUBSTITUTE FOR
CEMENT WITH A MAXIMUM OF 20 PERCENT BY WEIGHT.
4 ALL CONCRETE EXPOSED 70 WEATHER SHALL BE Al
5 CONCRETE MIX PROPORTIONING:
1. CLASS A CONCRETE (FOOTINGS):
A. COMPRESSIVE STRENGTH
B. MINIMUM CEMENT CON
C. MAXIMUM WATER-CEMENT RATIO: 0.58,
D. AIR CONTENT: 6 ± I PERCENT.
E. SLUMP: 5 INCHES
WOOD
WITH A TROWELED FINISH.
~" T & G OSB
ADJACENT
~ :-NGINEERED PANEL
CORE AND -JOIST ~_
BOTTOM NOT SHOWN (TYP.)
' T & G DSM
1. ALL WOOD CONSTRUCTION SHALL BE IN ACCORDANCE ; AMERICAN FOREST AND PAPER ASSOCIATION'S "NATIONAL
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", 1997 EDITION.
. WOOD FRAMING MATERIAL SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT.
~EQUIREMENTS OF ALL MATERIAL SHALL BE IN ACCORDANCE WITH THE "DESIGN DATA", ON THIS SHEET.
THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN SET --ORTH IN TABLE R602.3 OF
THE 2000 INTERNATIONAL RESIDENTIAL CODE,
ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER MISCELLANEOUS HARDWARE SHALL BE HOT DIP
GALVANIZED.
5. LUMBER TO BE USED IN LOAD BEARING APPLICATIONS SHALL BE CAREFULLY SELECTED AND FREE OF SPLITS, CHECKS AND
SHAKES.
I-JOIST DECK SYSTEM
FLOOR MISC.
DECKS
ROOF LIVE LOAD
SNOW
BASIC WIND SPEED
IMPORTANCE FACTOR
EXPOSURE
BUILDING CATEGORY
COMPONENT ~ CLADDING
13 PSF ALLOWABLE NET BEARING PRESSURE:
5 PSF BEAM SUPPORTS 2000 PSF (ASSUMED)
4.0 PSF COMPRESSIVE STRENGTH
20 PSF
20 PSF ANGLES, BARS AND PLATES
ANCHOR BOLTS
90 MPF
1.0 ALL DIMENSION LUMBER
B TJI JOIST SERIES
ORIENTED STRAND BOARD
3000 PS
A36, Fy = 36 KSI
A307
DESIGN WIND PRESSURE 15 psf
DRAWING TITLE
MCKEE SUNROOM DESIGNS
-DECK SYSTEM
GENERAL NOTES
PE
----' 608702ft2
STATE OF
SOUTHERN PINE, NO 2
TRUSJOIST TJI 230 JOISTS OR BETTER
APA RATED SHEATHING EXP ~ (7/16)
SJS/MEF SJS/MEF FIGURE,
CHECKED BY: DATE:
3¢212 AS NOTED
PIER FOUNDATION
(SEE FiG, 4)~
SEE BEAM
SCHE[
SPAN (24'-0' MAX,)
- SEE
BEAM SCHEDULE
ECK SYSTEM
(SEE NOTE 2)
TYPO
~--EXISTING
HOUSE/STRUCTUR
SUNROOM FLOOR FRAMINO PLAN
I-DECK SIMPLE SPAN
1/8' = f-o"
PLAN NOTES
I-JOIST DECK SYSTEM
MISC, :LOOR
RL.~OOF
DECKS
ROOF_
13 PSF
5 PSF
8 PSF
40 PS~
20 PSF
SEE GENERAL NOTES ON FIGURE 1 FOR ADDITIONAL INFORMATION.
2, THE PLYWOOD SHEETS OFTHE 48" I-DECK SYSTEM WILL BE GLUED AND
NAILED TO dOtSTS, TOP AND BOTTOM PER THE REQUIREMENTS OF APA
DESIGN/CONSTRUCTION GUIDE,
3. ~OOF LOAD PATH TO BEAR DIRECTLY ON NEW BEAM.
BEAM SCHEDULE
# OF BEAM ~tN. TO MAX DIAGRAM
SPAN SUPPORTS REQ'D. CANTILEVER
24'
20'
20' ~ (3) 2x8 0' TO 3' _ -
16' 5
~qOTES:
1, SUPPORTS SHALL 3E EVENLY SPACED AT A MAXIMUM OF 8'-0" APART.
PE
021
DRAWING TITLE
MCKEE SUNROOM DESICNS
I-DECK SYSTEM
' K
12 DEC PROJECTION
DRAWN BY:
SJS/NEF
CHECKED BY:
5KK
04212
DESIGNED BY
SJS/MEF
DATE:
SCALE
AS HOED
FIGURE,
2-12'
PIER FOUNDATION
{SEE FIG. 4)--xX
SEE BEAM
SCP
SPAN (24'-0" MAX
SUNROOM FLOOR
I-DECK SIMPLE SPAN
1/8
ISTINO
HOUSE/STRUCTURE
FRAMING PLAN
PLAN NOTES
1. SEE GENERAL NOTES ON FIGURE 1 FOR ADDITIONAL INFORMATION,
2. THE PLYWOOD SHEETS OF THE 48" I-DECK S¥STENI WiLL BE GLUED AND
NAILED TO JOISTS, TOP AND BOTTOM PER THE REQUIREMENTS OF APA
DESIGN/CONSTRUCTION GUIDE,
3. ROOF LOAD PATH TO BEAR DIREOTLY ON NEW BEAM.
X-BEAM - SEE
BEAM SCHEDULE
4B" I-)ECK
SYSTEM
2)
3T (TYP
I-JOIST DECK SYSTEM
MISC. FLOOR
ROOF
DECKS
ROOF
13 PSF
5 PSF
8 PSF
40 PSF
20 PSF
NOTES:
1. SUPPORTS SHALL BE EVENLY SPACED AT A MAXIMUM OF 8'-0" APART.
3J7 -297-5610
FAX
DRAWING TITLE
MCKEE SUNROOM DESIGNS
I-DECK SYSTEM
14' DECK PROJECTION
DRAWN BY:
SJS/MEF
04212
DESIGNED BY:
SJS/MEF FIGURE,
DA~E:
~2-I~-o~2-14'
AS NOTED
PIER FOUNDATION
(SEE FIG. 4)
SEE BEAM
SPAN (24'-0" MAX,)
"-BEAM - SEE
BEAM SCHEDULE
SYSTEM
(SEE NOTE 2~
IOIST (TYP.)
qOUSE/STRUCTURE
SUNROOM FLOOR FRAMING PLAN
I-DECK SIMPLE SPAN
1/8" = ¢-o"
PLAN NOTES
II-JOIST DECK SYSTEM
]MISC. FLOOR
~ROOF
DECKS
ROOF
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 JOISTS, TOP AND BOSOM PER THE REQUIREMENTS OF APA
DESIGN/CONSTRUCTION GUIDE.
3. ROOF LOAD PATH TO BEAR DIRECTLY ON NEW BEAM.
BEAM SCHEDULE
13 PSF
5 PSF
8 PSF
40 PSF
20 PSF
BEAN ~IN. TO MAX
SPAN SUPPORTS REQ'D, CANTILEVER
24' ~ (3) 2x8 O' TO 2'
20' ~ (3) 2x8 O' TO 3'
20' 3 (3) 2x8 2' TO 3'
16' 5 (5) 2x8 1' TO 3'
16' (3) 2×8 O' TO 5'
PE
6087021 :
STATE OF
NOTES:
1. SUPPORTS SHALL BE EVENLY SPACED AT A MAXIMUM OF 8'-0" APART,
FAX 3~7)-297-2~Z
DRAWING TITLE
MC4EE EuNROOM DESIGNS
I-DECK SYSTEM
'6' DECK PROuECTION
DRAWN BY:
SJS~EF
CHECKED BY:
04212 _
SJS/MEF
DATE:
SCALE
2-16'
PIER FOUNDATION
(SEE FIG,
SEE BEAM
SPAN (24'-0" MAX.)
k-BEAM - SEE
BEAM SCHEDULE
STATE OF
DECK
SYSTEM
(SEE NOTE 2)
~T~.)
EXISTING
HOUSE/STRUCTURE
SUNROOM FLOOR FRAMING PLAN
I-DECK SIMPLE SPAN
1/8" = r-o'
PLAN NOTES
I-JOIST DECK SYSTEM 13 PSF
MISC. FLOOR 5 PSF
ROOF 8 :SF
DECKS 40 PSF
20 PSF
--ROOF _
I. SEE GENERAL NOTES ON FIGURE 1 FOR ADD TIONAL INFORMATION.
2, THE PLYWOOD SHEETS OF THE 48 I-DECK SYSTEM WILL BE GLUE AND
NAILED TO JOISTS, TOP AND BOTTOM PER THE REQUIREMENTS OF APA
DESIGN/CONSTRUCTION GUIDE.
5. ROOF LOAD PATH TO BEAR DIRECTLY ON NEW BEAM.
BEAM SCHEDULE
# OF
SPAN SUPPORTS
24' '~
24' 5
16' 3
16' 4
BEAM
REQ'D.
(5) 2x~O
(5) 2xlO
(5) 2xto
(5) 2x10
(5) 2xlO
MIN TO MAX.
CANTILEVER
2'TO Y
NO CANTILEVER
O'TO 3'
2'TO 5'
O'TO 5'
DIAGRAM
NOTES:
1. SUPPORTS SHALL BE EVENLY SPACED AT A MAXIMUM OF 8'-¢ APART.
TITLE
MCKEE SUNROOM DESIGNS
-DECK SYSTEk'
20' DECK PROJECTION
]RA~/N BY:
SJS/NEF
CHECKED BY:
SKI(
SCE JOB NO.
04212
DESIGNED BY:
SJS/MEF FIGURE,
12-15-04-
SCALE
AS NOTED
q · I-
(SEE :IG. 4)
SEE BEAM
SPAN (24'-0" MAX,)
--EXISllNG
HOUSE/STRUCTURE
FRAMING PLAN
AM - SEE
BEAM SCHEDULE
SEE NOTE 3-
SUNROOM FLOOR
I-DECK CONTINUOUS SPAN W/ CANTILEVER
! .....
I,~ :l-
PLAN NOTES
1. SEE GENERAL NOTES ON FIGURE 1 FOR ADDITIONAL tNFORMAltON.
2. THE PLYWOOD SHEETS OF THE 48" I-DECK SYSTEM WiLL BE GLUED AND
NAILED TO JOISTS, TOP AND BOTTOM PER THE REQUIREMENTS OF APA
DESIGN/CONSTRUCllON GUIDE.
3_ PROVIDE SIMPSON A21 FRAMING ~,NGLES AT TOP AND BOTTOM AND ON
EACH SIDE OF 48" -DECK SYSTEM FOR DECK ATTACHMENT.
BEAIvi SCHEDULE
BEAM MIN. TO MAX DIAGRAM
REQ'D, CANTILEVER
SPAN
24'
24'
20'
# OF
SUPPORTS
a (3) 2x10 1' TO5' . -
4 -' TO 2' _ ·
5 NO CANTILEVER . ~ - -
~ O' TO 3' - . ·
~ O' TO2' - -
-48" I-)ECK SYSTEM (SEE NOTE 2)
-JOIST (WP.)
I-JOIST DECK SYSTEM ~3 PSF
MISC. FLOOR 5 PSF
ROOF 8 PSF
DECKS
ROOF
40 PSF
20 PSF
STATE DF
3 ( ~' -0 3' ~ .
3 YT02' _ ·
(3) 2x8 ~
I FAX (317)-297-29~'2
NOTES:
i. SUPPORTS SHALL BE EVENLY SPACED AT A MAX'MUM OF 8'-0" APART.
, , DP, AWINe TITLE
MCKEE SUNROOM DESIC-qS
'-DECK SYSTEM
12' DECK PROJECTION
SJS/MEF
SCE JOB NO.
DESIGNED BY:
sJs/~Er FIGURE,
DAlE:
SCALE
AS NOTED
PIER :OUNDATION
(SEE FIG.
SEE BEAM
SPAN (24'-0' MAX
-BEAM - SEE
BEAM SCHEDULE
.EXISTING
HOUSE/STRUCTUR[
SYSTEM
SEE NOTE 2)
-JOIST (T~.)
15 PSF
5 PSF 1
8 PSF
40 PSF
I-JOIST DECK SYSTEM
MISC. FLOOR
ROOF
)ECKS
~OOF
2O PSF
SUNROOM FLOOR FRAM NG PLAN
I-DECK CONTINUOUS SPAN W
4/8 = ~-
PLAN NOTES
I. SEE GENERAL ',lo'rEs ON FIGURE 1 FOR ADDITIONAL INFORMATION.
TILEVEI
PE
60870212
STATE OF
2. THE PLYWOOD SHEETS OF THE 48" I-DECK SYSTEM WILL BE SLUEB AND
NAILED TO JOISTS, TOP AND 30TTOM PER THE REQUIREMENTS OF APA
DESIGN/CONSTRUCTION GUIDE,
BEAM SCHEDULE
~ OF
SPAN SUPPORTS
24'
24-' 5
20'
20'
16' 3
16'
NOTES:
BEAM
REQ'D.
(3) 2xlO
(3) 2x8
(3) 2x'm
(3) 2x8
(3) 2xlO
(3) 2x8
MIN. TC MAX,
CANTILEVER
2' TO 5'
NO CANTILEVER
O' TO 3'
0' TO2'
O' TO 3'
0' T0 2'
1 SUPPORTS SHALL BE EVENLY SPACED AT A MAXIMUM OF 8'-0" APART.
3~7 -2~7-56~0
I FA~ (317)-297-29~2
DRAWING TITLE
MCKEE SUNROOM DESIGNS
,-DECK SYSTEM
14' DECK :ROJECTIOk
DRA~N BY:
SJS/MEF
SCE JOB NC-
0¢212 =
DEDGNED BY
SJS/MEF
12-13-04
SCALE
AS NOTED_
FIGURE,
3-14'
PIER FOUNDATIOk
(SEE FIG.
SEE BEAM
SPAN '24-0" MAX.)
--EXISTING
HOUSE/STRUCTdRE
FRAMING PLAN
- SEE
BEAM SCHEDULE
SYSTEM
(SEE NOTE 2)
SUNROOM FLOOR
I-DECK CONTINUOUS SPAN W
1/8" = ¢-0"
PLAN NOTES
I. 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 JOISTS, TOP AND BOTTOM PER THE REQUIREMENTS OF APA
DESIGN/CONSTRUCTION GUIDE.
'I-JOIST DECK SYSTEM
MISC. FLOOR 5 PSF
ROOF 8 PSF
~ PSFI
DECKS 40
ROOF 20 PSF]
TILEVER
BEAM SCHEDULE
# OF BEAM MtN. TO MAX DIAGRAM
SPAN SUPPORTS REQ'D. CANTILEVER
24' 5 NO CANTILEVER - -
20' '~ (3) 2x8 1' TO 2' . _ . ,-
16' '~ (3) 2x8 O' TO 2' ~
NOTES:
~ SUPPORTS SHALL BE EVENLY SPACED ,~'r A MAXIMUM OF B'-B' APART.
PE
80870212
STATE OF
DRAWING TITLE
MCKEE SUNROOM DESIGNS
-DECK SYSTEM
16' DECK PROJECTION
DRAWN BY:
SJS/MEF
;HECKED BY:
SCE JOB NO,
0¢212
DESIGNED BY:
SJS/NIEF
DATE:
SCALE
AS NQTED
3-16'
PIER FOUNDATION
(SEE FIG.
SEE BEAM
SCHEDULE'
SPAN (2(-0" MAX.)
/-BEAM - SEE
3EAM SCHEDULE
)ECK
SYSTEM
(SEE NOTE 2)
r'~.~
-- EXISTIN~ '
lOUSE/STRUCTURE
SUNROOM FLOOR FRAMING PLAN
I-DECK CONTINUOUS SPAN W
i/8" = -i'-o"
PLAN NOTES
1. SEE GENERAL NOTES ON FIGURE 1 FOR ADDITIONAL tNFORMAIION.
48"
2. THE PLYWOOD SHEETS OF THE I-DECK SYSII~M W~LL BE GLUED AND
NAILED TO JOISTS, TOP AND BOTTOM PER THE REQUIREMENTS OF APA
DESIGN/CONSTRUCllON GUIDE,
BEAM SCHEDULE
~ OF ItN, TO MAX. DIAGRAM
SPAN SUPPORTS REQ'D, CANTILEVER
I-JOIST DECK SYSTEM
~ISC. FLOOR
~OOF
ECKS
ROOF
15 PSF
5 PSF
8 PSF
40 PSF
20 PSF
,. PE
1870212
STATE OF
(5) 2x10 - - '
(5) 2xlO 2' .
NOTES:
1, SUPPORTS SHALL BE EVEN-Y SPACED AT A MAXIMUM OF 8'-0" APAR'I'~
DRAWING TITLE
MCKEE SUNROOM DESIGNS
-DECK SYSTEM
20' DECK PROJECTION
DRAWN BY:
SJS/MEF
CHECKED BY:
0¢212
DEStCA/ED BY:
SJS/MEF
BALE:
FIGURE,
5-20'
NOTE: f31 2x10 CONNECTION (/~-BEAM
I~N: fOR (S) 2×8USE tx'''-'/ cENTERLtNE
]1/4" x 7" x 5" PLATE I F-(2) 1/2" THRU
IB°LTS
1/4" x9"~ 5" ~
E,~
I" DIA. x 9" LOf
ANCHOR BOLl
~ 1/2" = f-O" ~
48" -DECK SYSTEM-',..
BEAM - SEE
BEAM SCHEDULE~-..
(2) SMPSON CS16 COILED
STRAPS, ' EA. SIDE (WRAP
OVER BEAM AND ATTACP
W/ (10) 1Od NAILS) ~
3" SONOTUBE W/
CONCRETE
EXISTING GRADE%
5 5/~"x 5"
BEAM - SEE " 3"
BEAM SCHEDULE--
1/4" x g" x 5_._d~
PLATE ~
~5 1/2" MIN.
~ /-sIMPsON CS16
--/COILED STRAP
· -'~/:~ (ATTACH W/
o°Yl~ 0o)'md
NAILS,
YP.)
%-1/4" x 5 3/4" x 5"
PLATE
SIDE VIEW
('"~-BEAM
"...-.-/ CENTERLINE
/-i" DIA. x 9" LONG HILTI HY
/15d ADHESIVE ANCHOR W/
LEVELING NUT
(¢ 1/8" EMBED.
',ENTER Iix CONC. PIPE)
SIMPSON
CS16 STRAP IN
CONCRETE
DRAWING TITLE
24" DIA.
MCKEE SUXIROOM DESIGNS
I-DECK SYSTEM
FOOTING SECTION/DETAIL
-lILT HY 150
ADHESIVE ANCHOR
(MIN. 6 1/2" EMBED.
INTO PIER)
,~6 DOWEL J 1'-$"
8"
DRAWN BY: DESIGNED BY:
SJS/NtEF SJS/MEF
BY: DATE:
SKK 12-13-04
SeE JOB NO. SCALE
)¢212 AS NOTED
FIGURE,
4
48" k-DECK SYSTEM~
SIMPSON A2' FRAMING
ANGLE AT EACH 48~ PANEL
(1N.S. & 1
,-EXISTING WALL SYSTEM
:XISTING --LOOR
SYSTEM
1/2" DIA. HIETI HY 20
ADHESIVE ANCHORS W/SCREEN
TUBE @ 1'-6" O,C. MAX.
,~2" MtN, EMBED) /
/
(2) 2x8 LEDGER----
MASONRY ATTACHMENT
~- EXISTING BLOCK
FOUNDATIOk SYSTEM
48" I-DECK SYSTEM-
SIMPSON A21 FRAMING
ANGLE AT EACH 48" PANEL
(1 q.S, & '
(2) 1/2"x LAG
¢ 16' 0 C, (CENTER
EACH WALL STUD
-EXISTtNO WALL SYSTEM
SYSTEM
FRAMING
(2) 2x8 LEDGER]
WOOD ATTA~CHMEN~
,3
MCKEE SUNROOM DESIGNS
I-DECK SYSTEM
DECK ATTACHMENT SECTIONS
DRAWN BY: DESIGNED BY:
SJS/MEF SJS/MEF
BY: DATE:
SCALE
0¢212 AS NOrD
FIGURE,
BEARING WALL
(BELOW) '-',
--EXISTING
HOUSE/STRUCTtJRE
68870212
~ECK
SYSTEM
(SEE NOTE
TYP,)
ROOF FRAMING PLAN.
I-DECK SIMPLE SPAN
· ~/8" = f-o'
PLAN NOTES
~ 15 PSF--]
It-JOIST DECK SYSTEM
~ 20 PSFI
SEE GENERAL NOTES ON FIGURE ' FOR ADDIllONAL NFORMATtON,
2. THE PLYWOOD SHEETS OF THE 4B" I-DECK SYSTEM WILL BE GLUED AND
NAILED TO JOISTS, TOp AND BOTTOM PER THE REQUIREMENTS OF APA
)EStGN/CONSTRUCllON GUIDE.
5. ROOF LOAD PATH TO BEAR DIRECTLY ON BEARING WALL.
MCKEE SUNROOivl DESIGNS
-DECK SYSTEM
ROOF FRAMING PLA~I
SJS/MEF
CHECKED BY:
5KK
SCE JOB NO.
04212
~ FIGURE,
AS NOTE? I -. -
2x FIL~~
~ ~BEVELED 2xBLOCK
~-/ '~'--BEARINO WALL STUB
2'-0" MAX.
DRAWING TITLE
~OKEE SU~ROOM DE$1ON$
I-DECK ROOF 5%TEM
ROOF DECK SECTION
SJS/MEF
DESIGNED BY
SJS/?EF
DAlE:
SCALE
AS NOEl
FIGURE,
7