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FOUNDATION PLAN Tho, I rzt,PE tan
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PER WILDER PWRINb DRIVEWAY CONbREIE GARAGE DOOR BRICKS/ OR STONE: PER WILDER BRICKS/ OR STO (OMIT STUD W44 B PGRGH OR PATI01 PER WILDER PER BUILDER PER WI.UER Z" TO IS" RE(YJ...3+A NORZ. w III V)
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BUILDER BRICK LED. Po5T-TENSION STRANDS 51A3 STRAND TO w� �I�,AY POST -TENSION 5TRAND5 5LA5 STRAND � 11K LE 1 �j Q (ONE TOP 9 ONE EOT
- POST TENSION STRANDS WHEN INDICATED ON PLAN RE APRIL E YdEN INDICATED ON PLAN - - K F SEE SECTIpN E FOR DETAIL rGHAIR(TIED)
WHE AEL PER WILDER
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MIkELLAN FOIn NOTES , . SEE MISGELI.ANEOIfi w SEE MI'z'ELLANEOY —^'—� ON sHeET sLA� SAND FNO oR o TE5- III SEE MISLELLANT El s 8 & """
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III gryp gi I=yy1 =T ISEE MlsceuANE0U5+ -1 - III-� L- NOTES ON SHEET 5I W TT= T = POLY t 4„ �� P =1 NOTES O:: svEET sI z g a
POLYy Tq SOON°R dl 1 _ rvOTEs Ory SHEET 51 III ' III- S FOR POILr M T=T_ _ 2 SANDa FOR POLY _P - S "D L65HION. f III= 2 sAH FOR POLr `
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M WNUM OF IZ" IM4lrrr T BCTTON INTH MIPoNIMDUM OF IZ' Mq Jm In TOR POLY �EAM3SET�RANDS WHEN MINIFUM OF 12" m� r MINIMiMI OF 12" m MILDER d O 15 , m c_
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M15T USE STEM WALL DETAIL AM S1RANp5 Y&VBI C
UNDI AOTDD'AIL OR WIDTH NID ACTIED SOIL LR WIDTH � COMPACTED FILL O BOTiOH WITH F3 ROD BEAM Si(W, tIIX W4EIJ IN-INDOAT� ON RAN
COMPACTED FILL. TIE OFF 5" FROM WIDTH BOTTOM WITH )l3 ROD UNP15N SOIL OR WIDTH TIE OFF 5' FRCAi AHOISNZBFD SOIL OR WIDTH LOMPALiED FILL.
COMPACTED FILL, TIE OFF 5" FROM Ol
COMPACTED FILL. BOTTOM WIIN •3 ROD INDICATED ON PLAN BOTTOM WI1H p3 ROD t [
W SECTION O SECTION SECTION O SECTION SECTION T��wIr ^ROD O SECTION v W
SEE MISLB.VNE 5 i
. LONT. MAY BE RECE_""" NO2 A_ 3 `_ COL SLAB STRAND �5 LAB STRAND N i U
5ff MISGELLNIEOUS BLAB STRAND 6 a SAND OZiION
2" -_ NOTES ON 5HEEf 51 BRICK LETDGE
&SILK LEDGE PGST-1£NS',GN STRAM' §HHERE-1—
h� L
HAGONT DROPS _ F APRILAHLE INDICATED ON PLPNZAND-e FOR PoLYWHERE APPLICABLE . I' uT fI 0
A- OR MORE TO 2' �'I 'I N _ r CHAIR SANp CUSHION CHAIR (TIED} P03T-TENSION 5Rt4NO, u
WHEN INDICATED ON PLAN u xA5 HpR.Z
CHAIRS h �H4 CON1". i N F-y CHAIR(TIED) p AM BEYOND W5Z 2 0L ®IZ O o
@E BAR5 ®I L O
I . . W HAIRS m m
SEE SANDLL ANEONS
NOTES ON SHEE s (nED)
F �T 2 SAND-D FGR FOLD _ m III SLAB STRAm3
5LAB srtuuD III 'M ¢ III i = a J III L SEE M1�ELUNEOIr -< DEAD Bro
=11 IIIII III III IIIII{ m m;,,, _ _ N I.I s IJ III II II NaTEs cN SHEET SI
SEE M-SGELLANTt15 5AN E- FOR POLY BEW 5
NOTES ON SHEEN 5 III OYVION. 4 sLOPleI I12 MIN Z SAND B FIR Par , m - s-ras
4 GOM. TOP A BOTTOM TIE of C
I N OCEVi PoIL OR BEAM STRANDS WHEN nt ... - �+ - )' d�'rSAAD -ION CJ - �J N45 ®12 SEE PLAN jNIDTH
FF INDICATED ON PLAN Y45 ®12° OG EW 5EE ARCH FOR � TOP +13 ROD
TIE OFF 5" FROM MINIMIM aF IZ" INTO t ECTT� MPICAL)
NOTE' F DROP S MORE THAN 2° A REDESIGN OF THE eMNIlT1M OF Z MO BO m WITH u3 ROD FIREPLACE DIM IDTH '
FOUNDATION BEAM $ STRAND LAYOUT NEEDS TO BE DONE. - - LND1STtRBEv ul0 WAITED
ED wIL oR. m „
�j 4 FILL
EDF �'�TED VARIESn(B6 MIND 18
SECTION AT DROPPED SLAB SECTION AT FIRE PLACE SECTION AT FIRE PLACE OSECTION WIDTH y
1.-1 SECTION AT DROPPED SLAB a �,
SILL PLATE a STUD WALL �' z
E MISCELLAImOdS NOTES @BILK LEDGE PER WILDER SILL RATE t 5ND WALL L ®IZ' OL n WHEN INDICATED µ BRICKS/ OR STO PER WILDER
LAB STRAND —RE APPLICABLE
OH 5HEE- 5 2 SAND-5 FOR BEAM'lRANO BRICKS/ OR STONE
- - ILCH PLAN x STRA INTO CENTER OF SLA& PER 911LDER - - NO o n e
P LY 6 4 541iG CUSHION DEAD BVD` POST TENSION STR4Nm5 < PER W ILDER BEND BARS AND EXTEND Z'-0"
AIR
x 1 / ET
-W5'BARS ®12�OL NOTE: >, U
SLAB STRPN /' `�,{. AA HDRI£ Q FOR STEM WALL TALLER THAN X
BEPM BEYOND / tt Q n" cL �T�T a. IZ' o.c. - 2 To as MAx LusT IN t � z
eNA Rs "'� ^ E MIY.eELLAlEW5 NOTES i ry Ir,TTJ R — �� E MIYiELLANE015 NOTES T Q
(TIED) IV Q mm �— V DOUBLE LAYERS OF T REBAR 1 _
r T54. SAND-B FOR 7)' —11 NSHEET 51 A�ND-FOR SLAG STRAND W VERTICAL 6 HORIZONTAL ry J LL J
r 1RANp5 Q=kaS VERr®Ole°oc4. 5A�'D GHfoN IF APPLICABLE E //�., Z
m N BEAM 5 - V °III �— B ®52 < A' S ON, BEAM SiftAW)5 _ iT— r rn c J m
OLY C
FOR 445 ®18
I
MB RODE O JlOST WALL DO THAN AV
0 NORIZ O L 4,T p5q�HpEp w a Z
- LLI (n
(iYPICALI F X4 REBAR TO A DEPM OF TT' ' ' M45 HIRE , ®I2'00 CI �q.� MIFLiELLANE015 NGiES Q
A _ a MAX VERTICAL 1 HORIZOMAL �� za" oN Sk1EET sI 25 FOR 0 2 Q 4
TIE DEAD END.ill BEAM \ CI I r POLY f 4" ON O d d
2-� VERi, - BEYOND -tit VERTICAL Z � ) Z MS HORS. MINIMIM OF IZ IMO - T NOTE:
UNDISTURBED SAIL OR m IF 5TRANDS CANNOT BE
If E,D FOR 5T_M WALL5,
2-5580TTOM BEAM STRAN05 MININM OF I] INTO 6�� " MINIMNA OF I2" INTO m �' COMPACTED FILL BEAM STRANDS REPLACE W/ 2 ttA'S U/�) w
WIDTH IADISTJRBED SAIL OR WIDTH LNCI5IURBEO SOL OR WIDTH IF APPLICABLE rn VJ
COMPACTED FILL COHFACTEO FILL TOP d BOTTOM. _ Z O Z
L-2 SECTION AT DROPPED SLAB O DEEPENED BEAM SECTION ONDROPPED BRICK LEDGE OP SECTION OF STEM WALL z s
5Y" 0" Mai NLMSM I/-3" DIAlf—ANCHo _ E_' O uLE
LIVE OR DEAD B!D E E.
6' 2 O m
b" bBEAM STRAND PLAN AND SECTION NOTES R L' LIVE OR DEAD END �(IF DOUBLE BEAM 5TRAND) ) y SHNWy W1 M AwLGABLE TO EACH PRD.ELi. �is
_ coW m ~
R Y 5L\BSTRAND 3) pD SRUNDaS.PPORTE0�3'CNA RNl4�FT.MN ,En) RE U w w
�M5 NCRL ®12"OC. Q N L41 P lE�S Etm F TRAIm AN:1N,x (DEAD Elm) E U 7> O
f Z%IO FORM 6pARD H�AN 1 L
- 1 ESOO NOICATES EEA ro eE pRa Ep IRLVErzSEo TFhcTaa rns:.FFnon - RE T ERAI M W J
0
I 1/2, _ f - O A 4 M N IAH TER NIDER &_PB i 1mN�4 oR r mix LArFEo HINTS LA CFO ANCHORROASE To IM1e seol ar+Peorng s � m
(TYF) �' xqS VERT B IS°OC dac e t out - d by
LIVE OR DEAD END a O 5LAB STRAND a O" 5LAB. A H BOLT DETAIL w rH MT BR GK Leone onnynHnC.- ztRFE. )[024
`WHERE APPLICABLE Ne py on f e)
0 SLAB 5IRAND I f&AM STRAND / mmw�.e. e+.a `o (� Z
luj
Ntl4 G-BAR _� ` .• € EXTERIOR BEAM ARE C1 �LMn IA E Arm 0R _4Lo
LIVE OR T AND£ Ci
® I, 4 DEAD END EVERT 5 l-MAXR m ' FR N O
®C I- SEE MSC' LANECVS NOTES p / v
III ON 5HE_T 51 2 SAND-B FOR ( A - rn
F POLY < 4" SAND CJSHION. ENDS G n EE NAILER OR HIRED BEAM STRANDIS)-� �Eo W TMI 4 - 2J
BEAN STRAWS TO _ -ARM BOARDS
m WHERE AR,ANE ABLE 3 AKES A5 REC%J RED TO E^
I" 1111 IIIIIIIII _ N v s E. H cE
EBO�T�M RA" o I+�x xuMx� 257T92?A
OT .. .ter CLAM
., Ex _ Oft BO
w4L o AOFROM TH y f M an ITnoi�ios
THAN 12 O
MIN. IZ' IMO LNDISRRBFD SOIL -�� CACH END oP [ACH PLA C fron Tony H en dress v.[. E srx
OR COMPACTED FILL"'- =III- STRAND END LAY -OUT TYP. BEAM ELEVATION
OSTEM WALL W/ DROPPED BRICK LEDGE B B ALAN r
�K Lmbe =�� - S2
COMMON WALL
COMMON WALL UNDNER WAFq
LL
SLAB STRAND PARTITION
OPTIONA:. STEM WHERE APPLICABLEIJ
UNDER WALL rOHAIR (TIED)
PARTITION
mill— 71 - III— EE MI50ELLANEW'i mores III
a ON SHEET 51 z 5_AN�J-B FOR a 111=
POLY b 4" 5AND GYaHION. £
u=� III III
INIII
-
COMMON WALL
4" TO 11" REOUIRE5 2-x4 HORZ. CONCRETE `
12" TO 15" REQUIRES 4-x4 NORZ UNDER WALL
(TWO TOP b TWO BOTTOM) PARTITION
SLAB 5TRAND
WHERE APPLICABLE
HAIR (TIED)
,HE MI51ELLANEOU5 NOTES
ON 5HEET 512, 5AND-5 FOR
POLY b 4" s�CU5i1TON.
-BEAM STRANDS WHEN BEAM 5TRAND5WHEN 0 1
BEAM STRANDS WHEN I, 2O" I,
INDCINDICATED ON PLAN INDIOATED ON PLAN �f-ter
IE OFF ED ON PLAN TIE OFF 5" FROM TIE OFF B' FROM
TIE OFF 5" `ROM BOTTOM WITH x5 ROD EO'TOM W'TH 113 ROD
R SECTION-TTDMWIT"' -DSECTION SECTION
COMMON WALL
a" TO n^REQUIRES 1-x4 HOR2
CONCRETE 57M
UNDER WALL
12' TO 15' REW
IK5 2-u4 HORZ.
PARTITION
- - 12" MAX
04 CONT. ® 7ROP5
- ar
4" OR MORE TO 12"
REF. PLAN
_
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2^
_
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,..
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SECTION
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(V o TWO BOTTOM)
NO
(TWRZ
O TOP b BOTTOTTO M)
ND WAIL
5LAQ STRAND HAD WHEN
I NDICATED ON PLAN.
SLAB 5TRAND
WHEN INDIOATED /// HE MIS.CELLANEOZ NOTES ON
ON PLgN / 51 2 SAND-B FOR POLY
/ e a SAND 6.6HION.
ro0 VERIFY
TO"
—H4'5HORIZ. M'._ OC
I 14
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- .
EAM
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,
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o CHAIR5
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BEAM STRANDS �
---
---_1 (TYPICAL)
4" TO ,I REM IRK 144 HORZ. 2-u55 BOTTOM
12"TO IS"REWIRE52-M HORO TIEOEADENP—�
WIDTH
18"
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SC1-IAUMBURG ARCHITECTS. PC
January 5, 2026
Architecture
Project: Grapevine Brownstones Phase 2
250 East Dallas Road
Grapevine, TX 76051
Project #2130-B
Fire Separation Wall Approval
UL Approved Product Submittal
Schaumburg Architects has reviewed the attached UL tested fire separation wall penetration detail W-
L-2342 and has approved it for wall penetrations between the individual units for the above project.
A ED ARO
�5 N soy
gT�OF
8432 BLUE HERON CT.., FORT WORTH, TEXAS 76108 TEL: 817-991-0132 EMAIL:
M
Residential Inspection Form
Ticket Status
Ticket Status: PASSED &
MAINTAIN
Location Information
Customer:
Street Address:
City, State:
Inspector:
Subdivision:
Plan:
Zone
Photo of site upon arrival
(Required):
Date Submitted: 12-29-2025 01:53 PM
Submitted By:
Childress Engineering Services, Inc.
This inspection passed. Maintain the site in the same condition as the time of this
inspection.
Grapevine Brownstones, LLC
250 E. Dallas Street (Building 4)
Grapevine, TX
Nicholas Junkin
Grapevine Brownstones - Phase II
Building 4
1
.J�
General Ticket Information
Task Category:
Foundation
Task (Ticket Type)
Pre Pour Reinspection
Ticket Number
25721900
Due Date
12/29/2025
Superintendent and Contractor Information
Superintendent Name Logan
Superintendent Phone 214-794-2006
Superintendent Email
Pre Pour Type Inspection
Slab is ready for inspection? Yes
12-29-2025 01:48 PM
Page 1 of 2
!F0
Date Submitted: 12-29-2025 01:53 PM
Submitted By:
Childress Engineering Services, Inc.
Residential Inspection Form
Type of Pre Pour inspection?
Site Detail
Notes
Additional Notes
Inspection Date
Inspection Result
Photos:
Post Tension
Crew adding rebar to G detail at garage drop form. Invert chairs at drops and
plumbing. Super on site.
Other Issues Noted: Clean out cave-ins / Remove Debris from beams. Secure poly
Ensure chair cables on plumbing. Also, we found the foundation to be within
industry practices and approve it for pour within seventy-two hours of the time of
approval.
12-29-2025
Passed & Maintain
12-29-2025 01:53 PM
Page 2 of 2
#�� .w.o �•�� UNITS 14-16
EN/ SEX[R FASEM(N1
90)
1 lM I6 LNU� 6 � OUT
z AVGOF P9RY 5 1
id B;
UNIT n JW 24I1Nef 23 1 -
1 RNIIR�6, li
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u v
UNITS 26 Y8 (BUILDINGS)
j AM MPmOl' m"
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seen yyvry� a zs. x J
UNIT 28 UNIT 2l AT 4
7�
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UNITS 11-13 BUILDING 0)
�r�'10'DS�E _ ' �n•�
r m. A .TOP I mini
6LSV=62>95
�r .. UNIT 13 TTLA11 IINR 11
55
ar. a mxus oau� F hh6 r� ING
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vc. rzw ar eoxv N � -1
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A UNIT 18
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SCE 1 1
A MVP eONUNRTO17 J
SECHN i48T3] FIAT
98Fl5
FROM.
2
GBRAPEVIINE BROWNSTONE 4,5,7,8 F3
MoNo 351211 20005
2 Comples Trusses Required
Repair to cut -in 10" chase:
/mil
wig,
Cut 10"
T5" m , I
21
_
chase
TS" 2T' 33"
7-5-
4
=ax5
1=3x4 11129<4 =ax6
III
a
A
A B C O E F
G
H
T El
u
1
® {a) O N M L K
Bra J I°
3
=6Xi0=12X12(++) =3%a =3x10
Out Sgg
=HMOs=H0615
*Note: Make clean cuts at connector plates to leave remaining plates undamaged.
3 1 4
�- 11.8.
.
4W7 2Y(r1 3'W8 zid 12.14/
Y102 3'1P
4W7 T1"8 1910" 13'8" WIV1'4
17 21'B"
Loading Chew 1pon Wind cMeru Snow coal wuffm pan OeNCL CMefia
•Medium Reactions ping
TOLL. 40.00 Wind Std: NA Pg_ NA CL NA CAT: NA PP oeflMmn In be LAdefl M
Groin, NonG2w'Y
TCDL 2 DO Speed_ NA mpN FILM Ce_ NA VERT(LL)- 0427 E 608 Son
Lor R+ I R- I Rti I Re / 11 / RL
BOLL 0GO Enclosure: NA to NA Cs NA VERT(CL): 0748 E 347 240
P 3507 I- I- /- I- I-
BCOL 500 Gla]ory Na, snow Duration: NA HORZ(LL). 0050A - -
Q XQ0 I- I- /- I- I-
DesLd: 7000 EXPFU KANA 40RZCrL)_ 0087A - -
P By Wid=55 Min Req=18(Russ)
Nman NAfi
NCBCLL IBM Building Codic Creep FmMF 20
Q BMWN=55 Min Req=15(Tmss)
TCDL i
GDLHNA psP
SORt 000 IRC 2021 Max TC CSIt OB76
Beamgs P 8 Q are a rgld suwF¢_
BCOL NA (
240' MWFRS Pa211e10¢[NA TPI St° 2014 Max BC CSI 0959
Memlrers not listed nave (°rF¢sless Nan 3]`9R
Maannum Top Chord Forces Per Ply (last
Sparing Dist NA Rep Far- Vwiss by Ld Case Max Wee CSL 0976
Spacing 260"
C1unts Telxs.C°mp. CMNs Tens. Comp.
L8
Fmnem ILl 11aTypo)'5(0)
I N NA
LNA GCpit NA Plate Types}
B-C 8-61 E-F B -610
Wand Duration NA WAVE, Hs MEW Ve[24020,C.04,62,
C-O 0-61M101 F-G B -4895
D-E 8-6101
Lumber
REPAIR LUMBER TO BE DFL OR SP #2 OR BETTER
Top eboN 2Yi SP1I2,
Forces Per Ply
Bolx6S zxs sP ss ceme+sP z400cz BE. 23/32"gussets specified as OSB (Oriented
az zx6 sP m:
TBaLGard
cnpms Tens.cpmp claims Tens. Camp.
charms s
Sirantl Boats) can be substituted wgh other
weor 2x4 sP ra: w,2w sP m, wz zxa sP az,
P-° `.ffi4 B L-K 5051 B
wood Structural Panel material such as plywood.
Bracing
Sheathing mahmal is APA Span Rated 48/24,
O-N 5824 o K-J "Od o
N-M SiN o J-I 2934 0
(me) oe�°u°s taie21 m92iM egaaly re
spa°°° 10d/16d = Min. 0.131 x 3" nail
M-L 505, D
gun
NaOnWe
IS FOR BEBIGN CHECK OR REPAIRI
Maximum Web Fames Per Ply (Ibs)
ICERTIFIUTION
ONLY EXISTINGLOAOS, DIMENSIONS ANO FIE.
Webs Tens Comp Webs Tens. Comp_
said StlIMule 0128'XJ", min. nails
CONDITIONS INFO WAS PROVIDED BY OTHERS.
Top CMN[, Rex �1200'oc
P B M-F iPA 0
But C1uN 1 R. @1000"o.c
B O
--11 F-K B -fH
Wets , R. st a-ac
0
B N 0 N8Y1 O 0 K-G 2M9 0
One equal spaung between ones and stagger Mae,-
In each row to avoid splitting.
C-M 185 -&0 G-I 0 -3024
Special Loads
--Bomber Dar Fac=l Oo/Plate our Fac=100) � 6maxM11h1n1
ec From
11o�at or0oow Muting 2167 PIE OF TE4.�
BC_ z494NConc Loadal 437 €5:
1 Cut -in 2x4 vertical in each ply. Install snug fit, toenail in place tiY ...................
AARON M. REED."
2 23/32" x 18" x 36" 038 both sides. `y i 101453
Nail 1-row of 16d @ 4" O/C in each member, full length, both sides. Ok4o NSEO'
OIn web G-1 and bottom chord, install 2-rows of four (4) 1/2" dia. bolts @ 3" O/C; '"4gS........... Fae
total of 16-1/2" bolts required. See detail for "2x4 S 2x6 Bolt Spacing Pattern".
OTop 8 bottom chords can be notched 112" moon shape for 8" dia duct
ALPINE
NoMem Building,Aam lour r
NaMsse,I6 4N Fbor
Gkm,ew, LL 60025
SEQN-IUKA FIAT I Py: 2 Job Mnnher. T%1-2506RI 3
FROM Qry 1 GRAPEVINE BR0WNSTONE 4,5,7,8 F3
Tmslabel: FG109
2 Colnple0e Trusses Requin ad
Repair to cut -in 10" chase'
HiQ•
a 4 ]•s m 14'3"
m9•iz
3 35"12 27 3.5'
3W.12
=4x5
=]xs
Illsxa('-) =3x4 112X4
=4x5
A
6 C D E
F
T
m
_
11r
P'
P'
N M L
K
B2
=/O
XG Ill ban =4x8
15x6
=HD588
*Note: Make clean
cuts at connector plates to leave remaining plates undamaged.
`
216
Cast RNAG JRN1M98510065 T41
On.N¢ 351 z513n.12n8]
/ FK 12nmpzs
\ C
J ' Cut 10"
21 a•
a•1ma chase
Sx6
G H '*
=TK6
3'692 3692 3'S8 I10" 2'iPB
3'C12 W12
3V12 T1.8
10'10" 41'��i "MB
1B-1.4 21.8•
Loading CtKew Bon Wind CtKeru
snow CrKerta purrin Pan DeNCL Demand
•Maximum Raanxons pbs)
TCLL. 40.00 wind SM: NA
Pg_ NA Ct NA CAT: NA PP DeaMmn In be FARM M
GGIYA, Non,Gnuxly
TCDL 25.00 Speed_ NAmph
pLm Ce_NA VERT(LL)- 0352 E 738 36d)
lrc R. IR- IMo I /U /RL
BCLL 000 Enclosure: NA
to NA CS NA VERT(CL): 0616 E 422 240
p 2052 L /_ /_ t_ 4
BCDL 500 calopsi, NA
SnowDuration NA HORZ(LL). 0041A - -
Q torso /- /- /- /- /-
DesLd: ]000 FXPFUKllm
40RZCrL)_0072A - -
P BMWld=55 Ma Req=15(Truss)
M. NAfi
NCBCLL IBM ar
Building Code.- Creep FmFsF 20
Q BIg WM=55 Mm Req=15(Tmss)
TCDL NA Ppa
CDLH
SORh 000
IRCSol Max TCCSI 0606
Beamgs P B Q area ]M surface _
NA 1
�
Old
TPI SId 2016 Max BC C51 0858
Members not listed have (arF¢sless Nan 3]`9f
Load Du2401W MWFRS Pa211e1 D¢l NA
MW
Maxonnd Top Chord Forces Per Ply goal
Spa®IR 260"
Rep Fed- Vwlg by Ld Case Max Weo CSL 0969
CIwNs Tem Comp - CImNs Tens . Corm .
FoC essaNA
Tmn L NA
FT/RT10(Oj3(0)
LNA GCpIt NA
I octal N
Plate Types}
A 0-2842 E-F 0
Want Omalbn NA
WAVE, HS VIEW VeF 2402.01C.041621
_4453
D-C 0-5027 F-G 0 -2590
C-D 0-Suet G-H 0 -2`NT
Lumber
Top=Iwn 2�SP a2.
/�
&O Same as FG107.
D -E D-s1s3
Boi 2x6 SP Ssce�+SP 2400L20E,
S
r22x65P M;
3 Same as item-3 on FG107,
Maximum Foes Per Ply
Webs2x4 SP K4; W2,W t22xd SP %2,
chums Tens crimp cnnrds Tens. Card
rs Comp s
x inpa
except install in top chord & web J-H.
O-N 3M8 D L-K 1597 0
N-M 5109 0 K-J 2906 0
Nal Schedule 0126'X3", min. reds
M-L 4597 D
Top Chem_ i Row @1200.Oc-
O Same as FG107.
reaction 1 Row @1201
Web 1Rmv 04•ae
Maximum Web Farces Per Ply plus)
Use equal sparing heleeen raxs and stagger nal6
Webs Tens Comp Webs Tens. Comp_
In earn mw to aYom spitting
A D -96F-K 0 -S
Special Losses
0 0ads A-O 2939 D K-G 1]31 0
r =10D/P Bar
O-B 0 -912 -J 0 -]90
TC(Firm 1%pit to 13Fait=100)
TC Firm 13D pit al 000 to 165 pit al
J
B-N 2SON 0 J-1 26/8 0
65 pit 9z3
TC Fmm 65 p8ffi 923
C-M 402 0 H-I 0 -890
923W
TC Fmm 110 pan 923M t10 pit 2167
M-F Bsl 0
BC Fmm tOpBat BOOM 10 pit 923
��axUU\U\
B�C.Fmn iirm o ppit at szSm io tin neat z�6]
BC 306 NCmc Load n Z]1
Bc]a2 NCmc Load n 9 z3•.FlARO
t1MRE'E"D***j,
�e '•. 101453
REPAIR LUMBER TO BE DFL OR SP #2 OR BETTER
23/32" gussets specified as OSB(Onented 10d116d=Min. 0.131 x3"gun nail
Stand Board) can be substituted % other
Wood Structural Panel material such as pywootl. CERPFICA➢GW Is FOR DESIGN CHECK OR REPAIR
Sheattlln material is APAS an Ratetl 48/24. .' IDU TING TOADS. DIMENSIONS AND FIETG
9 P CONDITIONS INFO WAS PROVIDED BY OTHERS
ALPINE
155 Harlem Ave nxnwrw.rw.
NoM B,idmy 4N Floor
Gk,mew, 0600M
2x4 & 2x6 Bolt Spacinq Pattern:
Pattern shown is for 1/2" dia. bolts
See individual truss repair design for actual number of bolts req'd.
Detail shows 2-rows of five 1/2" dia. bolts.
L = 20 1/2" min.
for 2-rows of 5
Min. 3 1/2"
1 1/2" stagger''
end dist.
3" O/C 3" O/C
1/2" BOLTING NOTES: 1
1) All bolts 12" dia. ASTM A307, zinc. plate or galy.
2) Bolt (roles max. 9116" dia. at a min. of 3" O/C.
3) Minimum end distance in wood is 3 1/2".
4) Locate bolts in center line of members ONO.
5) Keep bolts Gear of all damaged wood.
6) Use flat washers under all nuts.
PN Date: 12-5-24
Job Name' 2x4 Bolt Pattern
Client Name: Standards
...... m...........
\AE
DEA.IINEa
r+ i
SNaWral Design
Roof Tess Engbeeng Engineered Woof Pnxk=
—2x4 dims
— 2x6
dims
1" 1 1/2"
l 1 1/2" 2 1/2"
1" 11/2"
0
101453
DEADLINES ENGINEERING
813 Stone Ridge Drive
Richmond, KY 40475
859-353-5917
F
CITY
THIS PAGE RELEASED FOR CONSTRUCTION
CITY APPROYED PLANS TO BE KEPTON THE JOB S-AT
ALL TMES
BY: ARNOLDO RAMIRFS TSBPE: I-SSBB
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
CONSTRUCTION HOURS
7:00 A.M. - 7:00 P.M.
MONDAY - SATURDAY ONLY
NO WORK PERMITTED ON SUNDAY
OWNERIDEVELOPER ARCHITECT CIVIL ENGINEER
Grapevine Brownstones, LLC SCHAUMBURG ARCHITECTS Kimley Horn
Greg Gifford
KEN SCHAUMBURG
Lon Lusk, P.E.
129 South Mein St, She 215
8432 BLUE HERON CT.
400 N. Oklahoma or,, slate 105
Grapevine, TX, 76051
FORT WORTH, TEXAS, 76108
Cannier TEXAS 75009
PHONE 4694E76101
PHONE 817,929.2389
PHONE 972-704-1176
GGiffom@nuciticaphal.com
JEFF@SCHAUMBURGARCHITECTS COM
Lori.LuEk@Khnlay-Ham.mm
MEP ENGINEER
STRUCTURAL ENGINEER
Childress
LARRYBLACKMON,INC.
Engineering Services
REGINA KINNEY, SENIOR PROJECT MANAGER
Rod SIX.
6716 AZLEAVE.
15MN Gree 111. AYE.,Ste 1NO
FORT WORTH, TEXAS 76135
Richardson TX 75061
PHONE817-238-9801
214451-6630
FAX 817-238-9804
rstade@..glohBl.Com
REGINA@BLACKMONCONSULTINGENGINEERS COM
GENERAL NOTES
P2 a—a1MelReeMm el wea.
e
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Ilama ..,nam.�ap 11bw .mwueaw,mea a a am a apa,am exepl as .. uaimmeai.1-.ya Ha xm.m,. B eae win,,, -A lw d.pp i R-Value alM1e,mal thl h.mbe PoBewil,nyroa,R20 walk ue,rq ep,ay mam ineuklion win norvvenktl alSc. Iwula,on baMwnunite lnautl cavM to be racAwpdmmmao,
ea U men non,W emiee. ,ImOm G,mulaW wahS eprayroamlo vovxlmee aM1ard No,neukl,on,n elwaiorwalN aloinin0airc
10.AI1'.arerio eeifne',e bacem.nl,wuew�IMRnuh ballom.a,caulkJ•e
IT IS THE RESPONSIBILITY OF THE OWNER/
DESIGN PROFESSIONAL/ CONTRACTOR TO
HAVE PLANS REVIEWED AND THE BUILDING
INSPECTED BY A CERTIFIED ENERGY CODE
INSPECTOR IN ACCORDANCE WITH STATE LAW.
PLAN REVIEW AND INSPECTION
DOCUMENTATION SHOWING COMPLIANCE WITH
THE ENERGY CODE ADOPTED BY THE STATE
SHALL BE SUBMITTED TO THE BUILDING
DEPARTMENT.
SMOKE DETECTORS SHALL BE LINKED
SO THAT WHEN ONE SOUNDS, ALL
SOUND.
Fire Reviewed
12/11/2024 12:11:13
See comments in MyGov
ALL CHANGES REQUIRE
APPROVAL OF REVISED
PLANS
APPROVED PLANS SHALL BE
KEPT ON JOBSITE AT ALL TIMES
CODE REFERENCEAPPIGMDDE
CATEGORY CODE INFORMATION SECTION
ECLEC
TION
CODEG IN
auILDNO EFFECT 202,IxTERxAno BUu1Hx000DEDK)
oNaL6MCt
ELECTRICAL 2020INTENNATIOxAL ELECTRICAL CO DE
PLUMBING 2NIINTERNAnON PLUMBING CODE UK) AND N151NTERNATIONAL FUEL
GAS ACCESLITY - SIBICODE
ONES YCODE 20151NTE—ONAL ENERGY CONSERVATION CODE BECCL
IxTaNNAnDxAL rIRe EDGE nPCt
ECIAGUF_02N 21
PRINIG.ERSD GGE1, NIT NEED, DM NFPA UR
BUI
CLASSIF LAnoNR pNTMttPEV MEFER EEDBTOINC E2o21.F.C. IBC.T.Ie001
PROJECT
LOCATION
::��f
PHASE 2 DRAWINGS
�4-4— _ s�
L
L�
NO TREE REMOVAL PERMITTED
PRIOR TO WRITTEN APPROVAL
II
ALL ON -SITE ELECTRICAL
CONDUCTORS ASSOCIATED WITH
NEW CONSTRUCTION SHALL BE
LOCATED UNDERGROUND
I I
ALL EGRESS DOORS SHALL BE OPENABLE
FROM THE INSIDE WITHOUT A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT MANUALLY
OPERATED. FLUSH BOLTS ARE PROHIBITED.
I I
THESE PLANS ARE NOT
REVIEWED FOR HANDICAPPED
ACCESSIBILITY
ALL LIGHTING MUST COMPLY WITH SECTION
55 OF THE GRAPEVINE ZONING ORDINANCE.
LIGHTING ELEMENTS MUST NOT BE VISIBLE
FROM A POINT S ABOVE GROUND,
MEASURED AT ALL PROPERTY LINES.
PHYSICAL TESTING OF ILLUMINATION
LEVELS MUST BE PERFORMED TO VERIFY
COMPLIANCE WITH PHOTOMETRIC STUDY.
DOCUMENATION SHALL BE SUBMITTED TO
THE BUILDING DEPARTMENT.
NO OCCUPANY, INCLUDING TEMPORARY
OCCUPANCY WILL BE PERMITTED UNTIL THE
ABOVE REQUIREMENTS ARE MET.
SEPERATE PLUMBING,
MECHANICAL, ELECTRICAL AND
SIGN PERMITS SHALL BE REQUIRED.
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s ONCOR /� <k $ g w
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EASEMENT IS v D2160]I509
6 y,p 'il I O.P.R.T.GT.
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170
3 8 PROPOSED 5• UTILTY smEwA1 - ■—
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6 - - EXISTING 24 PUBLIC ACCESS, UTLITf 4-1
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DI CORP.
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EITY OF GRAPEVINE DRAINAGE, UTILTY, &
THIS PAGE RELEASED FOR CONSTRUCTION — - ACCESS EASEMENTBLOCK
oa ErwAr 4 m lR ER Raoou
RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT - — - - \� -�100 LOT
M&HRADDITION 1 cENT2Rs 6p1x wars au«E Da GEMENT ,xEa,Eo
WITH THE BUILDING CODE ORZONING ORDINANCE. \ o I CAB A, SLIDE 10901 xASE W I-LIPR Q
2 CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT \ OWNER: GHAT EAL ESTATE PAVING SECTION D D z Z _ i ED
ALL TIMES. ) C 20 1800 K HOLDINGS LLC NTs O
I (ZONED: TRANSIT DISTRICT) \ W Wa }
03/12/2025 _ / F
q BY: ARNOLOO RAMIREZ TSBPE: IJ898 LOT 1, BLOCK 1. f I W (n co
BUILDING INSPECTION DIVISION: HASTEN ADDITION III 110.51' (SOC) BENCHMARKS z Q o
RELEASE DOES NOT APPLY TO CONSTRUCTION IN CABINET A. SLIDE 12126, P.R.T.C.T. ( I if = p
EASEMENTS OR PUBLIC RIGHT OF WAY. OWNER: 92s MAIN, LP 4 21 iB;pO - < 11 TBM t �l T Z
(ZONED: TRANSIT DISTRICT) I n - I-2 49' (BDD) ,HE sDEw�aEorvc O
44.83' y II L.L L.L O K0'
IaPAL wAY. /� EE�TT Q
ALL CHANGES MUST BE APPROVED. v T
MATCH LINE SEE SHEET C-08I BUD c 6 eDD' '.(SEE 5ECTON o oll
NE x�DT
22 B-8) SHEET NUMBER
�L II +r III _ A2p.p C-07
N
W*E
a $
,DRIP iM'Ei
V
CITY OF GRAPEVINE
THIS PAGE RELEASED FOR CONSTRUCTION
RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH THE BUILDING CODE OR ZONING ORDINANCE.
CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT
ALL TIMES.
03/12/2025
BY: ARNOLDO RAMIREZ TSBPE: 1-3898
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
ALL CHANGES MUST BE APPROVED.
20
2t ta:Do'
MATCH LINE SEE SHEET C-07
I, BL22IDS 6 IB.M
zz
kkkl
� TB,oL
LOT 1, BLOCK 1,
HASTEN ADDITION
CABINET A, SLIDE 12125, P.R.T.C.T
OWNER: 929 MAIN, UP
(ZONED: TRANSIT DISTRICT)
A m
VJI
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o'
o
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(�-RAS' (BOC)
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C,(SEE SECTION
a
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o
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I
MAIL
3o
PROPOSED E
-
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5qR
(SEE SECTION
A A)
I
TRASH
PAD
-
2.29' (BOC)
LOT IS, BLOCK 1
G�
M&H ADDITION
CAB, A, SLIDE 10901, P.R.T.C.T.
OWNER: BHA REAL ESTATE
HOLDINGS LLC
o (ZONED: TRANSIT DISTRICT)
zzr (BCC)
R
VARIABLE WIDTH T [ D0"I
DRAINAGE & SIDEWALK (SEE SECTION.
MAINTENANCE EASEMENT 0 2B BL Z; B 26 A -A) I
—EAST GRATE INLET—.', t ar
3
EAST NASH STREET
--
GRAPEVINE MUNICIPAL COMPLEX
BLOCK I LOT 1R
(ZONED: GOVERNMENTAL USE)
NOTES m
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BENCHMARKS d Z Q No
le
Q ; O
= Z
THE Roe 1 AU—
S Ia WAY. V L.L KQ
TBMi Z BSzz
T OF THE SUB.xoi SHEET NUMBER
_ AZB.B C_08
Area Legend Area Legend Area Legend Area Legend
❑ A/C AREA A/C AREA F— A/C AREA ® A/C AREA
❑ OPEN BALCONIES COV.PORCHES COV.PORCHES
AND ROOF DECKS GARAGES
AW SP
cc
pOFo—
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R F 1
CUN/T2 - Cupola Area Level 3 Area Leve12 Area Level f Area
1/8"= I'-o" 0 1/8w= 6; 1/8"= 1,_0„ 0 1/8
518 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING
AND UNDER THE STAIRS
THIS PAGE SED FOR CONSTRUCTION
RELDH THE u NOTAUTN ANY WORK IN CONFLICT
oN�GAcooE�zoN GoxO NAncE
CITY APPRC—
AT
OS yMozs
BY: ARNOLDO RAMIREZ TBBPE: 14898
BUILDING INSPECTION DIVISION'
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
ALL CHANGES MUST BE APPROVED.
CCupola
4 1 /4"= 1' 0"
AFEAUATA
IEVELzuC Ions ��H9 ry
l3 ABC 1045 s , SiNPa fi�Y P n I � a
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LPVEL I CO V PORCH i wr
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DOOR TYPES
�
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h. 1
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CPlots Plan Level 3 c2) Floor Plan Leve12
1/4"= 1'-0" 1/4"= V-0"
DOOR SCHEDU.E
r = T;
N� NEDRMATIONALNOTES
1�rc G'-e ' mm�rc�wix
TYP..IF oh9o8etluly
I� T�ww�P�% ��1 mli
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THIS PAGE RELEASEDFORCONSTRUC N
H UL .ZO O LCT
ALL
ES
03-2025
BY: ARNOLD O RAMIR TSBPE: I-3888
BUILDING INSPECTION DIVISION'.
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
ALL CHANGES MUST BE APPROVED.
Elevation 2 - a
�2, 1/411=1101,
Elevation 1 -a
W
BE NFORMATIDNALNOTES
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ALLTNES
0311112.1.
BY: ARNOW RAMIRBZ TSBPE: I —
BUILDING INSPECTION DIVISION:
RELEASE DOE. NOT Al— TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OE WAY.
ALL CHANGE. MUST BE APPROVE..
5/8 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING
AND UNDER THE STAIRS
0Cupola - Electrical
714" = 7' 0"
Floor Plan Level 3 - Electrical
7/4"= 1' 0"
ELECTRICAL SYMBOL LEGEND
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AIT—
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BY: ARNOLDO RAMIREZ TSBPE:1—
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
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518 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING
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CITY APPROVED PI-ANS TO BE KEPT ON THE JOB SITE AT
oanazosa
BY:ARNOLDORAMI—TSBPEA—B
BUILDING INSPECTION DIVISION:
RELEASE DOES NOTAPPLYTO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
ALL CHANGES MUST BE APPROVED.
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CITY APPROVED PLANS
- 2-25
S RA Y: ARNOLDO MIR-TSGPE:Id333
BUILDING INSPECTION DIVISION:
RELEASE ODES NOT APPLY TO CONSTRUCTON IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
ALL CHANGES MUST RE APPROVED.
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wIPTH iCo b BOTTOM.
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MINIMUM V� DIAMETER ANCHOR w p
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BEAM STRAND FLANAND SECTION NOTES. WITHIN 12" O a O
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w )) v ENOTEs Np oa PY 2' CHARM 1 N N C-). LATE of ALL W W W Y
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MPJ �" N4s vezT a 18°pG =eN o
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LIVE oR M D END SLAB STRAND 4 O OR — — L rN ° Y HpLrir24iftecoN' pY Fl0 - Q
O-5LA05TRAM3 BEAM STRAND WHERE APPLIOAEi.E • ANOH ua q c /� Z
,� ® C-BAR- = 2 T EXTERIOR BEAM Ct L R O.0 MAX
BOLTS ARE T R ANC
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C III SEE MIscE_LANEous NOTES p �/) L // —�` c-)-)ec-DDED M
ON SNEEf 51 2 SAND-B FOR C> ^
POLY a 4 SAND WPMON. ENDS CAN BE NA LED OR WIRED \\ N LONORETF r S w
Q BEAM STRANDi5J \ REW RED w
SO. STRANDS TO THC FORM BO.AROS �M E n+ m _
pT WHERE APPLICABLE B's STAKES AS REQUIRED TO CorroM PLATE OF ALL r i4zz was
MAINTAIN A 5' CLEARANCE 0 doe 24�60920
_ 11I wnu.s Nor MORE r Tws
M N 12" INTO NllISRRBED v L III l- r FROM BO'TOM OF BEAM 1OLH PLA F� N.
tlecument me ° _
STEM WALL - =III- STRAND END LAY -OUT TYP. BEAM ELEVATION °
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PE. I SW - SCH1
STACKING MATERIALS
SEE ENGINEERED
CUTSHEETS
CITY OF GRAPEVINE
THIS PAGE RELEASED FOR CONSTRUCTION
RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT
W tN THE BUILDING CODE OR ZONING ORDINANCE.
CITY APPROVED PLANS TO BE KEPT ON THE JOR SITE AT
ALL RMES.
03/12/2025
BY: ARNOLDO RAMIREZ TSBPE: I-8898
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
ALL CHANGES MUST BE APPROVED.
Le2FL BEAMS
Iles Net Qty Fa Type
BM5 23ah13/4"
x 11 ]/8" 2.0E Mfaollam® LVL 3 3 FF
BM4 10' 0" 1 3/4" x 18" 2.0E Micmllam® LVL 2 2 IF
BM6 22' 0" 1 3/4" x 24" 2.0E Micmllam® LVL 3 3 FF
2ND FLOOR TRUSS LAYOUT
NOTES
1. Nstomer u responsible to verify that the product Builders Fuse
Source v Providing is approved far efl dwensioval and
ev-eetm1 regnuemmis needed far the structure as weft es
3 R is Ne respomibdity of Ne customer, builder, build'mg
desigpec, amhttect ar FOR tv spxify any recessed lighting
requiremevis, avdlm meehmieal chase sizes
lacet-h—
5. Adj- tress spacing as -nu ro avoid ell plumbing drops,
f place flues. and HVAC ductwork. Do NOT cut alter, or
drill ANY atlectuml member of a doss eWess specifically
B. This placement diagram u for Iecahon and Barring Pwposes
ONLY Ivstulletlov and bracing is the respovsibflity of the
bnfldec. Please refer tv Ne BCSI for bracing Mchviques and
g all Img and muvmipbty stpN at L.-I I— Ne
and laehvvs. Under cbdumatavices es Binders
U Svame
pomitled by the wss desieo dmw�vg.
recervmevdativns.
d
pmlect is being butt. BFS does not y tform hmlding ilea&,,
Duly component darPy as dhvnM by the cusromtt, builder,
Engineer Record By
—
reapon ble for hghling ieterrerCLE ductwork, or mechanical
g
ehasea wdess mquimmenls are CLEARLY speclfiW AND
HwWerx First Somce Cbncaliw
fi. Trvssea and/or beams are voi dnigved ro support masonry
kind Lwtels tv be
9. Do not veil oc screw through horizwtal aphee plates of flam
trvssea.
regilered nreWtaa vc of the Rojecl.
coordwalea wild Prig m mess
of enY or older mawvrY saPpaRs are
cited and provided by others.
2. Bmlders Fus4 Souse is not responsible for determlving whether
the smrvM1nre built by means of wmponrn[s md/or evginttxwg
upphed by Bnflders Fun Senora nrens stale, wimry,
4 Under ne chcumstances is Bmlders First Somce m their truss
evgmev the EVPjveer of Recoil t'oc ANY Proj-
7. Areas vat covered by trusses are to be field flamed by others
10. Pt0 all fustevcr holes iv hmgcrs with fastener types spentiadm
the rorrespovdmg hanger able. Refer ro Simpsw Stmvg Tie
cemlog for tables.
�yrean=ainr maaiciPalm cedes. regalatinas, nr aaaenamm.
I'e tad
Fee
i
PIIUD Length Product Plies Net Qty Fab Type
x
BM2 10' 0" 1 3/4" x 18" 2.0E Micmllam® LVL 2 2
FF
U
"BM3 22' T 1 3/4" x 2e 2.0E Micmllam® LVL 3 3
FF
DATE: m103/26Z4
DESIGN HY: LC
3RD FLOOR TRUSS LAYOUT
SALESMAN: UANNY O.
JOB NDMHER. TM
REPRESENTS LFPT FND GP T
1dEV15lONS:
AS DEPICTED ON TBUBS DRAWING
DATE: RFMAltRS:
***JLMPORTANT***
HANGER LEGEND HATCH LEGEND
IllIV24 AF—ALS
(A) r.U5410
fill BEAM/LPAGHR
Strongbnck Bl'ACIUH
It is recommended that trusses are braced with a MINIMUM 2x6 Strongback
(B) LUM14
(0) mT. BFARmG wnr r
every 10' (at vertical or added block) and/or as directed by the FOR or Budder
TxAaz2
U57 ®xvnc / sroRAGe
ESPECIALLY over large open areas for ceiling uniformity.
� xxAw2x
(0)
Bottom chords should be leveled prior to aftachin bracing and
p g g
bI o G@DBR TRUSS
SHEET
should be installed during truss erection per BCSI-B] reconanendations.
EG
xcusala
(01 sFLE, f-HEAM
FT-1
ROOF DECK TRUSS
DESIGN LRUFRIA
STANDARD DETAE.S BuilJiug Codes:
IB TCU IN
/TPI2IN
— IPSF):
d, ® lPS 2,
BCIL (PSFI: 0
BGDLL(PS10
_ TrufPsU « 135
ss DepN:20"UP
LL Max DaF1' 3W
�y li Max lJefl' 240
NOTES
STACKING MATERIALS
ROOF DECK TRUSS LAYOUT
>;Xda
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lLepaM Product Plies Ne[ Qty Fab Type
22' 0" 1 3/4" x 2a" 20E Microllam@ LVL 3 3 FF I
NOTES
1. Nstomer u respomible to verify that the product Builders Fuse
3 R is fe respomibdity of fe customer. builder, build'mg
5. Adj- bass spacing as -nu ro avoid ell plumbing drops,
8. This placement diagram u for lacahon and Gaming Purposes
Source is Pcavid'mg is epprwed far efl dwevsiovalmd
ev�eenvg regauemmts needed far fe s .o es weft es
desigpec, amhrtect ar FOR to spxify any recessed lightfg
lacetiovs, BVAC requirements, and/or mechmieal ctsee sizes
f place flues. and BVAC ductwork. Dv NOT cut alter, or
drill ANY sbacmrel member of a doss eWess specifically
ONLY Ivsafletlov and bracing is fc respovsibflity of the
bafldec. Please refer to fe BCSI for bnc�iug Mchviques and
g all Iocal and mumcipbty staNtes at D. 1-ebw fe
and 1—Under vo chdumatauces u Bmlders First S..prsmitled
by fe wss desige dmw�ug.
re -rum -lotions.
pmJ h being badt. BFS does not perform bmlding desgn,
Duly cvmPv desrYy os dhvnM by the casromer, builder,
Eugaeef Retard Bn
respon M, for hghlmg inrerrerences, ductwork, or mechanical
eh.. mdess requim — are CLEARLY specified AND
B.1-1 Firs) Sour- Cbncaliw
6, Trvssea and/or beams are voi deigned ro auppart masonry
kind Lwtels to be
9. Do not veil vc screw through hvrizwtal sphea PEof floor
basses.
re8inn� arauteu ac of the Rajecl.
c-rdmaled wif Prig m was
of �Y or vier mawvrY saPpaRs ere
sized and provided by ofers.
2. Bmlders Fuss Somce is no[ responsible fr determining whefer
the smrcM1are built by means of-mpvnrn[s md/vr enginttxwg
by Builders 1-1 Sonora mans slate, -vary,
4 Under na chcumstences is Bmlders First Somce m their truss
evgmev the EVPjveer of Ra-N t'oc ANY Proj-
7. Areas vat covered by busses are to be field flamed by others
10. Pr0 all fustevcr butts f hmgcrs wif fsmnec type¢ spentiadm
the rorreepmdmg hangs able. Refer I. Simpsw Sbvvg Tie
cemlvg for rob-
citym-1-
ansd/or muO6,i Eh code , reguladous, or eddendunrs.
SEE ENGINEERED
CUTSHEETS
Builders
Fi rstSource
OFFICE: -.245 8531
FAX 72 Yt5.8534
'Irs�a3
rH
W
GH E C
U
CITY OF GRAPEVINE W
THIS PAGE RELEASED FOR CONSTRUCTION Q
RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH THE BUILDING CODE OR ZONING ORDINANCE. U
CITY
z
APPROVED PLANS BE ON THE JOB SITE AT
ALLLL TIMES. TMES.
G311212025 =
BY: ARNOLDO RAMIREZ TSBPE: IJ898 DATE: 01IOY2o22
BUILDING INSPECTION DIVISION: DESIGN BY: LC
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY. SALFSMAN:.DANNY D.
JOB NUMBER: TBD
ALL CHANGES MUST BE APPROVED.
1dEV15lONS:
REPR£sENT3 LEFT elm OF TRUSS
AS DEPICT® ON TRU55 DRAWLNG DATE: REMAltRS:
• IWORTANTxxw
HANGER LEGEND El LEGEND IJUv2a APPRovALs
(A) I.U324 (dl BBAM/LPAGHR
Strongb9ck Bl'ACb1H
It is recommended that trusses are braced with a MINIMUM 1x6 Strongback
-
(, LUS26 (3) m r. BFA DNG V—
every 10' (at vertical or added block) and/or as directed by the FOR or Builder
O HUS26 as) ® —/ sro�AGe
ESPEC7.9LLY over large open areas for ceiling uniformity.
OD HGU326-2 (5) O NBCHANICAL CHASE
Bottom chords should be leveled prior to anachin bracing and
p g g
SHEET
� HGU828-2 (0] GI@DBRTRll58
should be installed during truss erection per BCSI-B] reconanendations.
O .LJBJBam (o) s FT1reeL f-SPAN