HomeMy WebLinkAbout05040045-Builder Resubmittal & site plan~M. ~og i~muqns-~M/sunoH/sXu~uod/s.
OS'~SZ;$ le!:uauJmo::)
SZ'8Z:T$ leP, uap !sa~! :sea :1 at
uamLuo~
:uo!s!A!pqns ~8 ~,O1
:# aoe3uoD
,!Aa~! jo amen
PM F~× NO, P, 01
Re-Keview Fees:
Residential $125,00
PR-18-2005 ilON 02,23 Pli
NO,
P. 03
PERMIT PLAN REVISW STOPS
PERMIT NUMBER: 05040045 - STEVE & EVA MORPHY
PARCEL ID ! 1714070102015000
PARCEL ADDRS ! 10540 HACKBERRY CT CARMEL, IN
APPLY DATE ~ 04/06/05 ISSUE DATE':
CONTRACTOR : MCKEE SUNROOM DRSGINS
PHONE NUNBER : (317) 328-1004
PAGE i
TYPE: RESADD
46032
C/O DATE :
FAX NUMBER : (317~ 328-10
REVIEW STOP: BLDG
REV NO: 1 STATUS:
REVIEW SE~T BY: J0chs
REV RECEIVD BY: joc
V ·
RE IEW NOTES. 2~05-04-12
- BUILDING INSPECTOR REVIEW
D DATE: 04/12/05. CONT ID:
DATE: 04/12/05 TIMR:' 09:04 TIME SPENT:
TIME: 14:45 SENT TO:
0,00
of shingles and
r tail plate on
State that frost footer and
)n wall will be on all exserlor
.ns to show that this is not
}n but an enclosed porch.
plans showing the
Lan.
ng
~thod of ~ nc. Show
et rock ceilinc on panels.
ENCOMPASS - Pentamation permit.4ge [permitS.4gl) RUN DATE:04/12/05
6L~B6~6 'OR2D~
'OMI 'SM~VIOOSSV · NVOHO~ 'oo~
DEPT OF COMMUNITY S
OtTY OF CARMEL / Cb~\/ TOW!
'm:n~9~rl Jo ~lelB
~u~!puI
.'r.M:OclME
AREAS OF THE SITE SUPPORTING THE STRUCTURE BY REMOVING ALL TOPSOL EXSI1NG FLL ORGANIC
FROZEN WET, SOFT, LOOSE OR OTHERWISE UNSUITABLE MATERIALS.
2. SUBSURFACE COND lIONS HAVE BEEN ASSUMED TO BE ADEQUATE TO PROVIDE AN ALLOWABLE SOIL BEAR NG PRESSURE OF
2000 PSF.
CONCRETE
1. THE MIXING. HANDLING. PLACING, AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WiTH THE ACI "BUILDING CODE
" 1
QUREMENTS FOR RENFORCED CONCRETE (AC 5 8) G
RE __ .~ ..... ii ...... ~'C(~DANCE WTH ACI 301 ACI 318 AND ACI 306. DO NOT PLACE DURIN
2. ALL CONCRETE WORK SHALL D~- F~r<~'UKM~U ~
RAN SLEET OR SNOW WITHOUT ADEQUATE PROTECTION
WTH MAXIMUM LOSS ON GNTION OF 1.5 PERCENT AND THE MAXIMUM AMOUNT
FLY ASH MEETING ASlM C618 TYPE C ; ...... :, ....,'rut MAY RF USED AS A POUND-FOR-POUND SUBSTITUTE FOR
RETAINED WHEN WET-S EVED ON NO. 325 Sltv~- ur au r~r~, .............
CEMENT WITH A MAXIMUM OF 20 PERCENT BY WEIGHT,
', TO ATHER SHALL BE AR ENTRANED WITH A TROWELED FINISH.
RTE EXPOSED WE ....
ALL CONC E
cONCRETE MIX PROPORTIONING:
1. CLASS A CONCRETE (FOOTINGS): NOTE' POLYSTYRENE
A. COMPRESSIVE STRE~IGTH AT 28 ga, YS: ,3000 PSi.
~ M N MUM CEMENT CONTENT: 423 LB/CU YD-
· MAXIMUM WATER-CEMENT RATO: 0 58,
6 :t 1 PERCENT.
~ES
2E IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER
P ClFICAllON FOR WOOD CONSTRUCTION" 1997 EDTION.
)ESIGN S E CONTENT ALLOWABLE STRESS
2. EMENTS OF ALL MATER AL SHALL BE N A(JL, UKU~mbr-
REQUR .... ~A~n~ U~URFR'g SHALL NOT BE LESS THAN SET FORTH IN TABLE 230~.9,~ OF
$. THE NUMBER AND S ZE OF NA LS CONNECIINU - ...... r- ........ --' 'L RESIDENT AL CODE
E 2000 NTERNATIONAL BU LDING CODE AND TABLE R602 $ OF THE 2000 INTERNAHUNA '
TH .... '~ .........."'-RS AND oTHER MISCELLANEOUS HARDWARE SHALL BE HOT DIP
¢. ALL PLATES, ANCHORS. NAILS, E;UL/5, mule, ,A~mc
GALVAN ZED.
5. LUMBER TO BE USED IN LOAD BEARING APPLICATIONS SHALL BE CAREFULLY SELECTED AND FREE OF SPLITS, CHECKS AND
I SHAKES.
RESIDENTIAL FLOOR 40 PSF COMPRESSIVE STRENGTH 3000 PSI
ROOF UVE LOAD 20 PSF ~ AYES
SNOW 20 PSF ANGLES, BARS AND PL A$6, Fy = 36 KSI
ANCHOR BOLTS F155~-, Fy: 36 KSI
)ES GNED BY:
, , DRAWING TITLE EFB SJS/WEF
BCKEE SUNROOM DESIGNS
~ SKK
-DECK FLOOR AND ROOF SYSTEM FOR
JONES RESIDENCE - GENERAL NOTES SC oso o JOB NO. A$SCALENoTED
FAX (317
:IGURE,
1
?
NAILIN_G:
2 ROWB 8d AT
2x FILLER-
PSON A21
FRAMING ,,ANGLE AT
EACH ¢8 PANEL
(1 N.S. &, 1, F%.)-/
I
2x
--BEVELED 2x BLOCI(
BEARING WALL STUD
MCKEE SUNROOM DESIGNS
-DECK ROOF SYSTEM
ROOF DECK SECTION
CHECKED BY:
SKK
042~2
FIGURE,
7
PiER FOU qDATtOm
(SEE g~o. 4)
SEE BEAM
SPAN ~24'-0" MAX.)
PBEAM - SEE
BEAM SCHEDULE
I-DECK SYSTEM
2
tSEE NOTE )
SUNROOM
FLOOR
['lNG
HOUSE/STRUCTURE
FRAMING PLAN
II-JOIST DECK SYSTEM 15 PS_F
I iE,"o7 ..... 8 PSF
I[~ LOADS:
DECKS 40 PSF
ROOF 20 PSF
PLAN NOTES
SEE GENERAL NOTES ON FIGURE 1 FOR ADDITIONAL NFORMATION.
THE PLYWOOD SHEETS OF THE 4-8 i-DECK SYSTEM WILL BE GLUED AND
NAILED TO dOISTS, TOP AND BOTTOM PER THE REQUIREMENTS OF APA
DESIGK/CONSTRUCTON GUIDE.
NOTES:
L SUPPORTS SHALL BE EVENLY SPACED AT A MAXMUM OF 8- APART.
MCKEE SUNROOM DESIGNS
l-DECK SYSTEM
DECK PROJECTION
DRAWN BY;
SJS/MEF
SKK
SCE JOB NO.
04212
12-13-04
FIGURE,
3-14
SPAN (24'-0" MAX.)
-BEAM - SEE
8EAM SCHEDULE
48" I-DECK SYSTEM
(SEE NOTE 2)
CK SYSTEM
SEE
SVNROOM FLOOR FRAMING PLAN
TINUOUS SPAN W, . . .
1/B" = 1'~0'
PLAN 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 '
NA LED TO ,JOISTS, TOP AND BOTTOM PER THE REQUIREMENTS OF AP/'
DESIGN/CONSTRUCTION GUIDE,
5.PROVIDE SIMPSON A21 FRAMING ANGLES AT TOP AND BOTTOM AND ON
EACH SIDE OF 4-8" I-DECK SYSTEM FOR DECK ATTACHMENT
13 PSF
5 PSF
8 PSF
40 PSF
20 PSF
PE
908,702'
STATE OF
1. SUPPORTS SHALL BE EVENLY SPACED AT A MAXIMUM OF 8'-0" APART.
BRAWiN8 TITLE
MCKEE SUNROOIvl DES GNS
'-DECK SYSTEM
12' DECK PROJECT ON
SCE JOB NO
0~212
3-12'
PIER FOUNDATION
',SEE FIG. 4)--.,
SEE BEAM
SPAN (24'-0" MAX]
~-BEAM - SEE
BEAM SCHEDULE
PE
SYSTEM
(SEE NOTE
~EXIS~NG
HOUSE/STRUCTURE
SUNROOM FLO0_ R. FRAMING PLAN
I-DECK SIMPLE SPAN
PLAN NOTES
I-JOIST DECK SYSTEM 13 PSF
MISC. FLOOR 5 PSF
ROOF 8 PSF
DECKS 40 PSF
ROOF 20 PSF
1_ SEE GENERAL NOTES ON FIGURE ! FOR ADDITIONAL INFORMATION.
,, ND
2 THE PLYWOOD SHEETS OF ']'HE 48 I-DECK S'fSTEM WILl:
NAILED TO JOISTS, fOP AND BOTTOM PER THE REQUIREM~-NIb u~-
DESIGN/CONSTRUCTION GUIDE.
3. ROOF LOAD PATH TO BEAR DIRECTLY ON NEW BEAM
BEAM SCHEDULE
MIN TO MAX.
SUPPORTS CANTILEVER
2' TC 5'
)IAGRAM
5 qO CANTILEVER
5 (3) 2xlc 2' TO 3'
~ t 3) 2xlC
NOTES:
1. SUPPORTS SHALL BE EVENLY SPACED AT A V~AXIMUM OF 8'-¢ APART,
DRAWN BY:
DRAWING TITLE SJS/MEF
MCKEE SUNRODM DE$1]NS
I-DECK SYSTEM sxx
20' DECK PRDdECTION
FIGURE,
2-20'
AS NOTED
1.01 DESCRIPTION
A. Work in this section includes, but is not limited to:
I Prefabricated 48" Wood I-Deck flog,r, and roof panels and
supporting beam. Schematic detail of 48 wood I-Deck panel:
~8" I-DECt SYSTEM
-- ~--? 16 l'& g 0SB
9 i/2
ENGINEERED
~JOIST (TYP.)~'/
0 024 INCH
-7/~6" T & O OSB
-EXPANDED POLYS]YRENE
CORE :P
2 Foundations: materia s, equ pment and labor required for placing,
finishing and cur ng of a I cast- n-p ace concrete.
1.02 REFERENCES
LUMBER:
I AFPA T10 - Wood Frame Construction Manual; American Forest
and paper Association; 2001
2 PS 1 - Construct on and Industr a Plywood; National Institute of
Standards and Techno ogy (Departmerit of C0mmerce) 1995
4. SPIB (GR) - Grading Rules; Southern Pine Inspection Bureau, Inc,;
2002.
5. ASTM D5055 - Specification for Establishing and Monitoring
Structural Capacity of Prefabr cated Wood -Jo sts
B. CONCRETE
1. AC1301 - Specifications for Structural Concrete for Buildings.
McKee Sunroom Designs 00000-1
I-Deck System