HomeMy WebLinkAboutNSFR2020-4392Customer: IEC REMODELING
Project Name: IEC Remodeling
Line # Location:
10 None Assigned
Viewed From Exterior
Lifestyle, Quad Sliding Door, Contemporary;
140.125 X 81.5, Without HGP, Black
1: 14182 Fixed I Vent Left / Vent Right I Fixed Quad Sli
Frame Size: 140 1/8 X 81 1/2
PK # General Information: No Package, Without Hinged Glas
Exterior Color / Finish: Standard Enduraclad, Black
2078 Interior Color I Finish: Unfinished Interior
Glass: Insulated Tempered Low-E SunDefenseTm Low -
Hardware Options: Black, Standard, Handle Included, F
Screen: Sliding Screen, Wood Interior Color Matched Ex
Performance Information: U-Factor 0.29, SHGC 0.21,'
Rating 20, Calculated Negative DP Rating 20, TDI DR-805
Grille: No Grille,
Wrapping Information: Foldout Fins, Factory Applied, Ni
= 444".
Rough Opening: 141 -1/8" X 82"
Line # Location:
15 None Assigned
Lifestyle, Double Sliding Door, Contemporai
!
Without HGP, Black
1: 9682 Vent Right / Fixed Double Sliding Door
p _
Frame Size: 95 1/4 X 81 1/2
PK #
General Information: No Package, Without Hinged Glas
I
Exterior Color I Finish: Standard Enduraclad, Black
y'9�w
JIB 2078
Interior Color / Finish: Unfinished Interior
Glass: Insulated Tempered Low-E SunDefenseTA° Low -
Viewed From Exterior
Hardware Options: Black, Standard, Handle Included, F
Screen: Sliding Screen, Wood Interior Color Matched Ex
Performance Information: U-Factor 0.29, SHGC 0.21,
Rating 30, Calculated Negative DP Rating 30, Year Rated
Grille: No Grille,
Wrapping Information: Foldout Fins, Factory Applied, Ni
= 354"
Rough Opening: 96" X 82"
JAN 0 8 2021 1 REsPONSE
TO C®iMMENI TS
For more information regarding the finishing, maintenance, service and i
Printed on 12121/2020 Contract - Detaik
N
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FLAT WORK BY
OTHERS
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6'-0" r 6'-0" 6'-0" 6'-0"
1 I i Jl.
NEW FOOTING UNDER Z R
EXISTING SLAB DETAIL
6"
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CONCRETE FOOTINGS REINF
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GEO-TECH ENGINEER:
N/A
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GEO-TECH REPORT #:
N/A
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GEO-TECH REPORT DATE:
N/A
0 C
M
DRAWN BY:
KCH
LJ
K)M
DATE:
11/1212020
oK
00 m
SCALE:
3/16" = l'-0"
i` m
SIZE:
258 SQFT
_- BEAM SCHEDULE
INT
EXT
WIDTH DEPTH
91j!
L
..............................
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RELEASED IF i �N
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RELEASE DOES NOT AUTHORIZE ANY WORK IN
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CITY APPR(NED14 M1NEIAT ON
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IEC D �ID�TEX F pqN DE;PSgl000'10
PLAN #: WINDOM A f�
4416 KE ION
CREEKWOOD ESTATES R€���RTH, TX 76244f �� LOT: 20R BLOCK: 2 g�17)379-0866 ; /ELIC 62813 EAST COURT inf @nortexfoundaGRAPEVINE, TXe�T
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RELEASED FOR CONSTRUCTION
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These plans are intended to prow' e t basic construction information rcessary,
0 T� DAVID COLEY to substantial) complete this struct e. These tans must be verifieA a
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Windom ResidenceD W C BUILDERS LLC . completelyAcund,
the person in authority for the job. Any discrepanc
# _ _ omission, is to be brought immediately to the attention opt
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Cri CELL 817 713 6770 before anrriy construction, work, or purchases are made. All local coat, dinar%
r 1128 Glade Rd Suite# 160 and requirements take precedence over any part of these drawings whit mayul�D
I '�2813amflicf with these a encies rules and or re lations and be adhered,* ors
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— 6/12
EXISTING
Ha
EXISTING AREAS y
FIRST FLOOR LIVING AREA 1,963 SQ. FT.
PORCH 51 SQ. FT.
PATIO 247 SQ. FT.
2—CAR GARAGE 607 SQ. FT.
? TOTAL UNDER ROOF 2,868 SQ. FT. r
NEW AREAS
0
F RST FLOOR LIVING AREA 2,251 SQ. FT.
PORCH 51 SQ. FT.
2-CAR GARAGE 566 SQ. FT.
TOTAL UNDER ROOF 2,868 SQ. FT.
NEW FLAT WORK 523 SQ. FT.
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SIZE
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SCALE: 1 /4"=1'-0"
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OV�D PLANS TO BE KEPT ON
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IFa INSPECTION DIVISI OES !OT APPLY TO v
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D^ T T � These plans are intended to provide the basic construction information necessary JOB# 2074
1`1 V 1 D COLEY to substantially complete this structure. These plans must be verified and checked
DWC BUILDERS LLC. completely, by the person in authority for the job. Any discrepancy, error, and/or 12-11-20
CELL# 817-713-6770 omission, if found, is to be brought immediately to the attention oq the builder
before any construction, work, or purchases are made. All local codes, ordinances
1128 Glade Rd Suite# 160 and requirements take precedence over any part of these drawings which may
v i Texas conflicf with these agencies, rules and/or regulations and be adhered to before
Colley11 e , e as 7603� N. during all construction.
lY I -JOIST & CEILING JOIST Al RIM BOARD A3 I -JOIST BLOCKING AT WALL (ALL B3 I -JOIST AT INTERIOR SUPPORT B3C INTERIOR WALL (I -JOIST NOT Cl CANTILEVER DETAIL - NO C6 STEP DOWN CANTILEVERS
Squash blocks required under SERIES) CONTINUOUS) REINFORCEMFNT REQUIRED (uniform loads only)
Squash blocks required under all post bads. Transfer load q Squash bkx;ks required under Squash blocks required under Squash blocks required under ApA-rated 3/4SL:��
web filter see detail 1 D
all post loads. Transfer load from above to bearing below. all
from above to heart below- Match bearing area of blocks post loads. Transfer load all post bads. Transfer load all post loads. Transfer load ( equal ual closure, both faces
n9 from abovF to bearing below. from above to bearing below. from above to bearing below. required b
below to post above.REF m9 Y
Match bearing area of blocks �LIi I� � March bearing area of blocks Mich bearing area of blocks Match bearing area of blocks 1 below to post above. REF /�'/\\ �I IY�I DETAIL D2 /�'/ DETAIL D'J DE TAIL D2 �� DETAIL D2 1
below to past above. REF be o w to post above. REF below to post above.REF
DETAIL D2
Fasten rim board to
f8d nails @ 6" o.c. (when each I -Joist using 1-8d 8d nails @ 6- O.C. (when 8d nails @ 6' o.c. (when
used for lateral shear box nail per flange. usnd for lateral shear f used for lateral shear
transfer, nail to bearing Toe -nail rim to plate transfer, nail to bearing transfer, nail to bearing 8d nails Q
plate with same nailing w/8d nails at 6"o.c. plate with same nailing plate with same nailing 6" o.c. (when
Nail Hoist to plate
as required for decking) from outside of Nail ]-joist to plate as required for decking) as required for decking) used for lateral shear
w12-Sd or 1t)d building. w/2-Bd or tOd Brg wall aligned transfer, nail to bearing
nails, one Mach nails, one on each under wall above plate with same nailing
:ceiling joist Full depth I -Joist or LVL, side of web at 1 side of web at 1Y or OSB Rim blocking from joist end.z as required for decking)
oers
from joist end. --
Version 20.80.190 Powered by iStmet- This layout is to be used as an installation guide only. it is meant to be used in conjunction with the architectural and structural drawings, not to replace them
I-joist blocking
- bylap or butt joists
by others
on load log wall
2x8 (min) designed by-
others, glued and nailed
Big wall aligned
Full depth I -Joist,
to Hoist flange and flier
under wall above
or O LVL, SB Rim
LVL,
with 10d box nails 1 inch
blocking
from edge at 6"o.c.
4 1/4" MIN. HEEL
HEIGHTAT
SCARF CUT
D132
(2 ply)
S O
U
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2
FB1 (2 ply)
I _�4
DIRECTION OF
CEILING JOISTS
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DB1 (2 ply)
LL
O H
1)
C9b
Blorldng
Top Mount
Ranger
FB2 (2 ply )
4 1/4" MIN. HEEL
HEIGHTAT
SCARF CUT
DIRECTION OF
CEILING JOISTS
BEAM REQUIRES
MIN. 5 1/4"
BEARING WIDTH.
(PLEASE VERIFY)
A --rated 3/4" OSB D2 POST LOADS/SQUASH BLOCKS The I-joisfs spacing may be adjusted to the O
(or equal closure, or P1 width of the pipe to avoid plumbing drops. Be P3 4 %y ����
as required by code) careful not to exceed 24"o.c. and an additional
'__— Bk dit Peima
2x4 s
minis..,.„
as required by code)
I -joist may be required.
2" both sides w/Mro rows of 6 3/4"
-Additional joist SDW22634 screws @ 12'o.c.
/ may be required
(see layout) 0
O
1" Ad Listjoist spacing to
re for lumber squash r i�
blocks / dear plumbing drains 2.o
and vents.
0
1'-4'
MINIMUM I
DO NOT CUT FLANGES
OPARTIALLY DROPPED GARAGE DOOR HEADER )(3 TRANSI ON BEAM ON WALL
web stiffeners each side of
foist, attach w/ 6-10d nails from
i both sides.
I 'oist or TfimJoist
Short beam
to sit on
wall
build up on beam to allow Hanger beam on
hanger for hanger installation if both sides to provide
needed adequate brg
—beam P—f
.51 i:lue and nail r x 24" Icing plywood or
k 1SB wed fillers to bolh skies of web with
It rows of 100 nails spaced at 6"o.c.
staggered from either side and clinched
�6 min.
pitch
> ::�4 :Y,' min. heel 7
JJ 1Dr7� ��@ gap top
Laterallybreoe top ' I/
of joists at 48'o.c. Exterior Bearing wall
if no sheathing is 3 V minimum - - -
applied
2 1!2'
n
3 1/2"
1
1 1r2n
I1I!2"
LP 0 or PJI-40
LPI-42 or PJI-80
or PKI-20
or P1<I-40
-JOIST CROSS SECTION
COfM PORflr�OH HOOF LOQD0 @
ROOF LIVE LOAD
so PSF
ROOF DEAD LOAD
io PSF
CEEUNG LIVE LOAD
so PSF
CEILING DEAD LOAD
5 PSF
TOTAL LOAD 45 PSF
PLEASE VERIFY ALL ASPECTS OF THIS
PLAN PRIOR TO CONSTRUCTION
APPROPRIATE PARTY MUST REVIEW THIS PLACEMENT
DRAWING TO ENSURE THAT FOUNDATION IS
DESIGNED TO CARRY LOADS IMPOSED FROM 2ND
FLOOR. SNAVELY FOREST WILL NOT ACCEPT
RESPONSIBILITY FOR FOUNDATION FRAMING.
CEILING BEAMS
LVLASL
Label
Description
DB1
LP-LVL 290OFb-2.OE
DB2
LP-LVL 290OFb-2.OE
FB1
LP-LVL 290OFb-2.OE
FB2
LP-LVL 290OFb-2.OE
FB3
LP-LVL 290OFb-2.OE
Hanger
Label
Flies Description
H1
1 HU416 (Max)
H2
1 HU412 (Max)
Width
Depth
9-1-Y
Plies
PCs
Length
1.75
11.875
1
2
2
13-0-0
1.75
11.875
1
2
2
10-0-0
1.75
11.875
1
2
2
_
13-0-0
1.75
14
1
2
2
18-0-0
1.75
20
1
3
3
25-0-0
Beam/Girder
Supwxtcd
Member
Skew
Slope
T
fasteners
• steners
26 16d
12 10d
22 16d
10 10d
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RELEASEC FOR-7C(hNSTRUCTION
SHEET: ( OF:
REl r",4S = DOES NOT AU1 F-ORIZE ANY WORK IN
CC NFFLICT WiT-I THE BUILDING a DE OR ZONING ORDINANCE.
_CITY APPROVED PLA\ S TO BE KEPT ON
� HE JCIB SITE AT ALL TIMES
IDAT�� I t�.� f BY: '
m / j OJ1 ' NG INSPECTION DIVISiJN
E N a',CL6 C NOT APPL" TO CONSTRUCTION IN
z ('`) 2 a �< - FS OR PUBLI RIGHT-OF-WAY.
30) 1*�JlaGES
°; MUST BE APPROVED