HomeMy WebLinkAboutS000.0 2
0<o>
. g cc : c "':������ .
)I�0 > <"" Q < tQ> :
<�� : :.. <3.
<I
IN
GARAGE WALL DETAIL1/4" = 1'-o·
VARIA ON FIN BLE DIMENSION BASEDALBUILDINGELEVATIONHT.OF FL.JOIST REQ'DAND
ROOF FRAMING PER IRC 2003 &2005 INDIANA STATE AMENDMENTS,SECTION 802, PURLIN BRACINGPER SECTION 802.5.1 & FIGURE 802.5.1ROOF TRUSS SYSTEM PER IRC 2003& INDIANA AMENDMENTS SECTION 802.10
FRAME O.H. SEE BVATS NI) ROCPLA ALWAY AS TEY WLL VM BY PLAN.SEE A NOTS fOR \IFCA 1Q
�!ll
TA RS02.5.1(1), (2), (9)TA1 RB02.<(1), (2�TABLE R802.5.1 & R802.11
il,d!;J6" GU� eCo V
2X FRAME HAILERS
112· S<I
6• FIEZE BOARD
FIBER CENT SONG
WALL PER SECn
INTR!m WALL CNGIRC 2003 SEC. R702
EXlRIO WALL COVRINGIRC 2003 SEC. R703
TYPICAL EAVE DETAILSCALE: 1/4" = 1'-0"
MAX RISER HT. NOTEDPERCODE, SEE PLAN FOR ACTUAL DETAILS 10 1/4"
STAIR TREAD DETAILSCAL. 1 /4 = 1 -0
STAIR RAILINGSCALE: 1/4" = 1'-0"
"OPTIONAL"TYPICAL TRUSS ROOF:SHINGLES AS SPECIFIED7\16" ROOFING SHEATHING C/W 'H' CLIP2x8 BLOCKING AT PEAKPRE-ENGINEERED TRUSSES O 24" o.c.2x4 TRUSS BRACINGR38 MIN. BLOW INSULATION 5/8" CEILING BOARDTAPED & SANDED
TYPICAL FRAME ROOF:30 YR ARCH. SHINGLES AS SPEC'D 7 /16" ROOFING SHEATHING2X12 RIDGEBOARD OR AS REQ'D 2x8 RAFTERS @ 16" o.c. OR AS REQ'D 2x4 COLLAR TIES O 48" o.c. 2X6 CEILG JOISTS O 16" o.c.2x4 RIBBON TIE & R38 MIN. BLOW IN
ROOF FRAMING PER IRC 2003 &2005 INDIANA STATEAMENDMENTS,SECTION 802, PURLIN BRACINGPERSECTION802.5.1 & FIGURE 802.5.1ROOFTRUSSSYSTEM
PER IRC 2003& INDIANA AMENDMENTS SECTION 802.10
IRC 2003 SEC R806
OVR HANGS AND OFFSET FROMPLATETOSOFFITVARYPERPLANSEEROOFPLANANDOTHERNOTESTOVRIFY
5/8" DRYWALL TAPED & SANDED t==!----------TYPICAL 2X4 SIDING EXTERIO
� COMPOSITION SIDING7 /16 • WALL SHEATHING 2x4 STUDS @ 16" o.c.Rl 5 HIGH DENSITY BA IT INSULATIONAPPROVD HOUSE WAP1/2" DRYWALL TAPED AND SANDEDTYPICAL 2X4 BRICK EXTERIOR WAMASONRY VENEER7 GAUGE CORRUGATEDGALVANIZED METAL BRICK TIES3/4" MIN. AIR SPACE AS REQ'D7 /16" WALL SHEA THING2x4 STUDS @ 16" o.c.Rl 5 HIGH DENSITY BA IT INSULATIONAPPROVD HOUSE WAP, W/WEP HOLES@ 33" 0.C. MAX. 1 /2" DRYWALL TAPED AND SANDEDIRC SEC R703.7.6
TYPICAL Sill ASSEMBLY:PER IRC 2003 R403.1.61 /2" DIA. X 18" ANCHOR BOLT @ 48" o.c.12" MIN. FROM EA. CORNER2x4 PRESSURE TREATED Sill PLATE1/4" Sill GASKET
TYPICAL BASEMENT WALL PEIRC 2003 SECTION R404, 8"'MDE,OR 10" IF UNBALANCED BACKF ILLABOVE 7' -0" LINE ON WALL1 /2" DRYWALL2" x 4" STUDS @ 24" o.c.CRAFT FACED BAIT INSULATION 8" CONCRETE FOUNDATION WALL W/ 3 #5 BAR RAN HORIZONTAL, SPACED EQUALLY VRTICALLY, AND VRTICAL #5 BAR AS REQUIRED BY LOCAL CODEASPHALT DAMPPROOFING.
'TYPICAL MENT FLOOR :•IPER IRC 2003, SECTION 506 "4"CONCRETE SLAB c/wFIBREMESHREINFORCEMENT2" RIGID FOAM TO BE USED ONUNFINISHED INTERIOR CONCRETE WALLS7' MIN DOW WALL FOOTING PER IRC R40 r
mil POLY VAPOR BARRIER
16" 'DE x 8" DEEP MIN.CONCRETE FOOTING c/w2 - RUNS #5 REBAR,18" 'MDE IF 10" THICK WALLSEE IRC SECTION R405FOR DRAINAGE
DRAIN TILE TO SUMP,TO STORM AS REQ'D
NOT LESS THAN 36" IN HEIGHT
'TH PATTERN / SPACING SUCHTHAT A SPHERE 4" IN DIA.CANNOT PASS THROUGH
STAIR / BALUSTERSTYLES ARE DIAGRAM MA TICONLY -- CONTRACTOR TOCOORDINATE STYLES
'MTH OWNER / FINISHES
OPEN BALUSTRADE BALCONY / STAIR RAILINGSINDIVDUAL PLANS MAY VARY AS IT PERTAINS TOAN OPEN OR CLOSED STYLE TREAD END
All HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTHOF THE STAIRS. HANDGRIP PORTION OF All HANDRAILSSHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" INCROSS SECTIONAL DIMENSION, OR THE SHAPE SHALLPROVDE AN EQUIVALENT GRIPPING SURFACE, SEEIRC SECTION R311.5.6.3
CAPPED KNEE WALL BEYONDOPEN SPINDLE RAIL AS SPEC'DNEWL POST AS SPEC'D
ST AIR DETAILSCALE: 1/4" = 1'-0"
PALLADIAN
CUSTOM DESIGN
Palladian Blue Prints . com(317) 852-6483
l� Q l HIUt mDlP lSA1M1QWRT
I F I M S I I l
O D A, ( A W I P U ( I P 3 W M
I . S < lI N I1l!PII I P I9IIIIRMTE
MlHIIlIRQ
l (l P F
D O P 8T R I t O
R M R (• U C1R L C m
ILlmUI-I1POO1 P R P U M D iST-
PLANNUMBER 17094DRAI BY:
DAT: 1�$,,121817121917011718011818
.10 020718
;u1"1n HIC021618021918
B U I L D E R S
EXECUTIVE SERIES
4630 LISBORN DR.
CARMEL IN. 46033
l I0
z a(lC 0-(_ C :l < 0 J
I w 0 w0 l _-
C l I(: wz3
-0 l
<m
0 0 wIL l Vw
: 0I I
SHEET NO.
7-10
PERMIT
SET
03/29/18
Adam Schriner