HomeMy WebLinkAbout1363.98.3�
1��1�'
5 ',j � �
cP� av
� � � �_
�,a�
�
%� ��
CJ`
��1� � ��
�� Qe �
`� �k s
� O
u �
�-c,� e�
;�j � /� �11� �,t � J�S�
� �� � �� �
`� �,� ,�,�`
\` Q�� �, �J
V � ` ���
(Jl,
�
0
� �•`� ,
,, � '
.
�-
�.
0
�
y e V _i
� r DINING
�. • G�PE7
��� � r,
vin
C� ii
e• vixrwu.i.
� c�Ot�a�+K
S�m�� n���
o a �°� ,�s � ,v-�-
��a G� o Sa p - X
��}- _ ��,�� _, �
1
�f�l��� �����
2�,� �G�,
��'� �� S�' P�e
S D
����� �� ��4�U� = Ol�� �01�'��
WINDOW SGHEDULE
GHAR. QTY. UNIT DESGRIPTION ROIK�H OPENIN6
A 10 3050-I 36" x 60"
B I 3050-2 l2" x 60"
G 2 3030-I 36" x 36"
D I 24 x I6 TRANSOM 24" X 16"
E 2 2050-I TEMPEREO 24" x 60"
SEE BASEMENT PLAN FOR BASEMENT WINDOW SIZES
- - - � �
r n � v � �
���
CAY AR�A ��.
A10-4- A /��CSS
��'�'���
�i>:,o10 ����
�
�, _ �f�� �INe
� ` �' � �1 � ��;LN�
r � �r�i �
��--�-�. �7 =- ���
�
� ��
� �'��LIVI G -' °a `
GARr � � v
_�
virrc�
� '� O
� QQ
96' 40•
3' GOr�G.
�
_�
v��
O
2'-41/2' �� d
u
r. , � � _
0
O y
0
_I � :
- Z-GAR GARAGE -
r ------ coricrzEre--------�
I �
� �
I
L 61ROER TRU�.fi
�— --------------- �=21
I ^ �
I- �r�•er+� w000 r�aeeey L _ Ji
�f • 34' O.C. ,
�
16' GONG. DR1vE
MAfN LEvEL FLOOR PLAN
O 7' 4' s' 1033� MAIN LEVEL FOOTdGE : vERIFIED IIAi9E
419� GARKE ARE4 : VERIFIED II/5190
EC.ALE� I/a'.I••O• �' CEILING HCa'T. (UNAJ
� r—�
I I
I I
90• x ��i/7
nrnc, ,wcess
�
�I
Desi9n Loads:
FLOOR 40 PSF LIVE LOAD
10 PSF DEAD LOAD
ROOF 30 PSF LIVE LOAD
10 P5F DEAD LOAD
Design Loada:
I. TNE GARPENTER SHALL GAREFULLY LAY OUT AND
E�GT CLL STRUCTURAL MEf1BER5 OF ROUrsN CARPENTRY.
FRAMING, SNEATHINCs, AND BRIDfsINCs. ALL MEMBERS
SHALL BE PROPERLY PLUMBED, LEVELED, AND BR.4GED
UNTIL ALL BTRUCTURQL CONNEGTIONS ARE IN PLACE.
A SUFFICIENT NUMBER OF NAILS, SGREWS, AND BOLTS
SNALL BE USED TO INSURE THE RIGIDITY OF TNE
CONSTRUGTION.
1. FRt1MING LUMBER SHALL GONFOFi'1 WITN NAtIONAL
DESIGN SPEGIFIGAtIONS FOR STRE55 CsRADE LUMBER
AND ITS FASTENINCsS.
JOI5T5 AND ALL OTHER:
N01 DOUCsLAS FIR LARGN OR YELLOW PINE
Fb • 1450 pe(
Fc • 1000 pel
E • 1,�60Q00 pd(
3. ALL FIRST FLOOR SILL PLATEB, GRAWL SPAGE
FRAMINCs, AND STRUGTURQL MEMBERS EXPOSED TO
WEATNER SHA�L BE WOLMANIZED PRESSURE TREATED.
4. ROOF TRIiSS DESIGN, SPEGIFIGATION, AND ERECTION
PROGEDURE TO BE SUPPLIED BY THE TRU55 MF'R.
5. MIGRO-L?M BEAM STRUCTURAL PROPERTIES,
Fb = 2800 pef
Fc + 7�00 pei
E • 2,000Jd00 pet
6. PROVIDE DIAGONAL BRAGINCs AT ALL EXTERIOR
GORNERS.
l. FR�11NCs OVER GIRDER AND BEARINCs PARTITIqVS:
JOISTS MAY BE BUTTED TOGETHER OVER THE GENTER
BEARINCs, PROVIDINCs JOISTS ARE TIED TOCsETHER OR
JOISTS MAY BE LAPPED AND NAILED TCIsETNER
MINIMW`1 LAP, 4 INGNES! MAX. OVERHANCs, 12'
8. FLOOR JOISTS SHALL BE DOUBLED UNDER EAGN
PARALLEL PARTITION.
9. BRIDGING: MAXIMIIM SPAGING 10'-0'. BRIDCsINCs SHALL
BE GROSSBRIDGINCs USING Ix3 INCH BOARDS OR SOLID
BRIDGINCs OF JOIST DIMENSION. 30LID BRIDfsING MUST
BE SET IN AN OFFSET FASHION.
10. WALL � PARTITION FRAMINCs: UNLE55 OTFlERWISE
SHOLLN, BPACE 97UD5 � I6' O.C. DOUBLE STUDS AT
OPENINfsS. CONSTRUGT PARTITION GORNERS WITN NO
LE55 THAN 3 FULL MEMBERS. WAL�B AND BEARINCs
PARTITIONS SHALL NAVE DOUBLE TOP PLATEB.
PLATES RESTINCs ON MASONRY OF CONGRETE SNALL BE
ANCFJORED WITN BOLTS OR METAL STR.QPS.
II. GLUE SUB-FLOOR USINCs RECOMMENDED ADHESIVE,
APPLY GLUE BEAD TO FR<V'�INCs AND ALONCs PANEL
GROVE EDGES, NAIL W/ 10D NAILS � 12' O.G.
12. PROVIDE NAILERS, NAILINCs STRIPS, AND CsROUNDS
AS NEGESSARY AND RIGIDLY SEGURE IN PLAGE FOR
ATTACHMENT OF TRIM, FINISN, AND OTNER WORK
R2INT APPROVAL.
13. JOIST HANCsERS � ALL FLUSN BEAI'15 SHALL BE MIN.
Ib CsALV. STEEL, AND PROPERLY SIZED TO ACCEPT
JOISTS.
D.�TE�
�Ivy �
Homes
\Inc.`����"�
� �
324 E. NEW YORK ST.
SUITE 250
INDIANAPOLIS IN 46204
(3 i 7) 681-5020
our lv cavss�nr atsrcn ann onrcorrrrmu
/Y/ROYSYf�1]' !N OUR PROWC7: IYY YOYL3. /NG
R!SlJtYlJ TMl R/CNT lO YOD/11'Al/� OIGIING
1/fHOUT XOTICI. COrYNCHT /l'1If�9
REVISIONS TO �tfASTER
DAT6 BY: NOD/FlGT10N
5-5-97 !AH FlNAL RSY/81/
3-25-98 CAP NAST6R RBV/SPD
9-22-98 CA NASTSR REV/SED
f1-5-98 CLL LOT SPECIFIC
�
V
� �
��
(`� � �)
"`1 ' � � ct
� �� O
����
� � � �r,
� v
� O �' �
� � �
� � �
� � � .�,
O � �
� � ��
� � t\
� � �
�����
� � �\
� �
�
�
0
0
0
0