HomeMy WebLinkAboutSFADD2025-002124Al
COVER SHEET
11 C7
8118,2025 FLOOR PLANS FOR NEW CONSTRUCTION
Av
TBRE F - 13" 15
Rok, tllk4ams. LLG ---------
I0� � � � I I I � � I I I I � lill ll q �=T M11,0741, i I � i i ki I — — - — — — — ►
--,is 0 U-,
'4
F TC S; V- "I
E, D;'.
TS D a 7 1 T-
ON t
c- rw r
L
Cz hli P Ll A
SHELDNOEX
,l COVER-SHFEI
2 FL ODEELAN ----------------- -
4 PRAMINC; PI AN
5 RQU-PLAN
6 F'OIJNDXT JON PLAN-��
Z DF FAII ENGINF-FR
_a FI PI/ATION Pf AN-S
N,
LLJ
lff.q-
-I
2y pl_1.1,N_lilll0l0l_
r
shE&',
A LL.: HALi Uz�T:�E AP:'i'1014��n
$11812825
TBPE F - 13915
k0r, SoMlons, LL(r
POST PETAL
A
FLOOR PLAN
---------------- -
25-11
F05T VETAL
A
10X1 Post LVL 1
177
5-4 15/16" 2
25'-7 1/16"
I I
FAVER5
PATIO
121-0 1/161,
---------- --- 101-51/21,
ai
31 1
OF PC API-L
W "k
Ps P` T £-,C k T C, i T
WM
fi
ELEVATION PLANS
BACK ELEVATION
TBPE F - 18"W5
R,,W Soix,,,m, LL(;
ALL t-:-J" N�ES M','T LE ED.
- - - - - - - - - - —
4�
------------------
P-5
FRAMING PLAN
J4,
TP-A
811W2025
1 R—DA"ER,
R Ins FARO.N:•PiR..t LELTI
1AJ1 R, -,RE
ID I— RA; TERA
?,I�ER I I ALL �TA
-17— ANI 'I BE '—F-7. EY -ID' NUDI 11.
0'1 �%Al Tn N'_ L�E L O- f OR IC E 3 - 1, i z NOV /ERT
—D LE KITI I _- I - I - AIL NDD-
ON _NBL
I UIP -1 OR I I A -11 T—IR11 I' A11-
% - 11U
UE" 1 ON`G`1'Y 1 ND JIRT 1111 IR-11
RD x I U1. I -IN I �D 111 ;.B -B COI I— 11E' 41,
ITAI
D ` I'D .1
BE-- 1.1NED "I'll. BE a2 E
,LLL RhF TCE& AND./'I VAT- AL : N BE D',
11 'I'D Ir-, R :R, I I
11L 1-1— 11 A
L yC LmD E Ii LNE 1C
mv _FE, BE Ft.1111113 — 1_,, E
—IOX. 11
TR OR, , B-1 A— A 14111111'Il .
111D Uf I'_ 1-1— IN-1,11ND ITI.T
OR I R�,OA41R,1
SO� R
11 D, El— NlB I 11-TI-O 1.
LBLN,D H7_1
1HE IALAN 11 ILI
ORD, 2 110 E—FLA.R N C �11 - I
LT, D 71D I D OF
V11 —RE LNT �. TIC -WE Ill — t-4—IN
LVL 1 - VERSA -LAM 2.0 3100 (5,25" wide x 16" tall) Span 18+1-
LVL 2 - VERSA -LAM 2.0 3100 (5.25" wide x 20" tall) Span 24+/-
End Column — 10XI 0 Douf Fir #2 orbetter
The built-in columns consist of 5 each 2X6's embedded into
existing wall blocked at every 3'centers. Add additional 2X6's to
meet minimum bearing if needed.
Ceiling Joists 2X6's at 16" Centers
W X
I
B—I
ISPEF 1,4`115
CION FACTOR TIMLVERIFY ALL CONDITIONS AND NMEMKONS M
INS JOB �IEAND NOTIFYTHEARCHITECT OFA.WMM WNA
ERRORS OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR
FABIECAUNG ANY WORK,
CUM A CONTRACTOR TO VERIFY ALLMMENSIONS,
sTj,j)rTUpAj o—. a ..0 .", 0, -
any changes matla on them :dips pants see made wn1 ce Gone
,dft— 1—
fie
ar
verity
ah
ROXITSOLVIATRILIX , �OWB. C,,
Plan
to avmd
a4xr aeh not guar eagansi human arm
The "0. Kb must check .11 d A-.
paw ro1-01. — . Wtl, -P.—F ft-ftt,
TU SC DRAY INGS ARE THE PROPRIETARY WORK PRODUCT AND
PRO —OPROSTSOLUTEDNELLO USEOITHWDRAWINGS
AND C CEF`TSCONTA; EDTIGRONISTNOUTINNITTEN
PERMISSION
of ROUTSOLUTIONSti I$PROH8DEDANDMAY6F$U8UECTYOU
TOA CLAIM FOR DAMAGES
I ROOF RAMRSN8 § 12' 0 G.
2 RIDGE BE. - ulvs
ROOF FRAMING:' TRUSS NOTES
RA FERS MBE Fr. E. UFW OC
FOR H0RLZQN:'A4SEAN< IF--%'&Rl-: EATER
AL LRA-V A RAFTERS k0I.,X,
APPOC,ABLE
RAFTFRS =-OR E RC,0F A -IONS SHALL
BE - 2x8
FUL)GE BE A" P�)R AT --NS SHALL BE
2ni C, ,
ALL PURL ING AN;; - aR,:.N SH,V L RE
JNSTAu,1:) 'FR ',,1,2' 'RZ
�NSTALLPCX 30CN -:j ATf:cDAV-YPE
INSULATION A? FL, , -FT ANC -I -A rE LINES
OPE,N;NG$ IN P:A,E$�:Ok\
ANDAROUNDCOORAND `A)66H
OFEN;NG CW VES
-- ------------
im
061—
A
QO
I
TqPE F 13915
PH,lot qG rXion, L L G
GENERAL FRAMING NOTES AND DETAILS
I -KP CALL Et' AND HI DGD SHALL AMACA BE ONE SIZE
LARGER THAN RAFTERS
2 PROVIDE COLLAR TIES AT UPPER 1 IT DISTANCE FIRM EEN
R DOE BOARD AND jOGl AT C0
DO. BLE FLOOR JOIST UNDER ALL PARTITIONS PARALLEL
J I OISTBTLON
Pk QVIDEFLOORBROGINGATC-0 OC ONALL2k IOJOST5
P OVIDE PALTER TIES ATALL PLATES IVHFRC AOL37 ARE
PERPCNDICULAR Tel RAFTERS
6 PROVIDE � 2�8 ST COSSACK ON SPANS OVER 1IT-Y'
7 ALL STRUCTURAL FRTAING SHALL MOVE A 10, AIAXIMUPA
MOFTURE CONTFNT AT TISIE OrTiSTALLATKTIS
STUD4,�LCCXC�r.DINGI(�W-HALL t4AVFFlikEST�DP�
9 THE M—MUIA UNSUPPORTED SPAN FOR 2 6 RAFTERS
SHALL BE I (Y",
RAFTERS ARE TO BE SUPPORTED PT CONTINUOUS 296
BRACES AT 'Is, 0 C
MA IMILIM ANGLE FOR FAB SPAC ES -� 45' FRONT VENT
MAXIMUM
UNSUPPORTE 0 LENGTH FOR 'M - 8 T' AL: GOOF
BRACIN3TOBE
S PEORTEDBYkWAU 2-2 ZSICONGSACKbUFPPRTED
BYJOfSTC')B,2I
2X 2 CLAMPING ON CEILING JOIST DIRECTION (EPONT)P
BLOC k NG AT
BRACE LOC ATIONSI lUNOlPaCVIDE ZAVCOL lLARTIES ,Ia
0 c LN THE
UPPER THIRD OF THE RAFTERS fUNOT
IS ALLBEA I AND HEADER MATERIAL SHALL BE- S-0 19 SYR
ALL RAT FERN AN9 joisTs KmTENTAL SHALL BE 92 SO'3
Srp
11 ALL'WALL S`UD SHALL BE STUD GRADE S-D 19 FIR 9� 16-
0 C
it
ALL STEEL SHALL CONFORM TO AS' I M A 16
13 RflOF Ll LE L CAR - 211 P; F r CEILING LIVE Lr AD - 'C P3r
WINO 1 OAD I I S LICH ROOF DECKING SHALL BE '- I'
EXPOSURE I (COFI OR IGAFERROARD ARA RATED
sHrATHINl COCK
JRAMINGGO NEC'ORS`_HALL9ESiktPSnNSTRON'itiE
MTS-2 C, 32' 0 C ORAPPROVED EQUAL
1E ALL EYJERI R CORNER WALLS SHALL HAVE ACAINMAUM OF
ONE LAYt.ROF12'P;.YPII)ODSHEATHING STRUCTURAL
,BADE
IC 2 DR�,ALLVIITH5DOOLERNAtLS,170C�,EDGE5
SIDES ETH�SASSTANDARCJ.-.IRU'TtONrORBO�'iI SIDES Or ALL NTFRIUIG STOP WALLA
17 PROV DE BLOCKING AT ALL SHFAT� FIND EDGES PRO'. BE
DOUBLE STUDS RFSIMPSON HDA IITTV�' AT EACH END OF
TE SHEAR IIIALL
1, PROVIDE 12 AT
LEAST 2 BOLTS IN THE DLE OF EACH SHEAR NALL
19 PROVIDE -ONTMOUS HURRICANE CLIPS FROM ROOr T 0
FIUFJDATIC� SREOUIREDBfLOUAL8UtLIUNG,O0EAND
SFiOM IN DETAILS 20 ALL STRUCTURAL TRAINS SHALL HAVE A 19 T MAITALLI
MOISTURE CONTENTAT THE TIME OF THE!NGTA—TtQN
'e :Vl;ll i
A, ramie n,am
�'P, %AL- SECtT-N
.11V . W A,
TOP
P Pt., NO, /EX I WALL CONN.
Ij
TOP Pil CONN
2. MIX
ALSO
RAFMI$
Zo �* �
sm
CORNER HOLODOWN CONN,
Noly, i.TEAOA Rll=8v ALC WE sl �-AR
XNSIXE —x -
cm
'006 TOP)
TYPICAL ROOF SECTION
A,
C, r RM- I..'k -,.,A c
f 2:PL K' v„�Ell KZK I
TOP VIEWI F-. =ECM TvGrlz:
Y.T
C'
ANCHOR ISOLT/SOLE PL. COW
0
1 CATE:
S',
- - d
HC4,E:
S!IEEF
F-b
Electrical
m
m
Scale: 3/16" = I ft
EXISTAG
WALLS: 46 . 4 LNFT
CAN LIGHT: 1
PMI?t 4 oil
RECEPTACLE OUTLET: 3
NOTES: EXTERIOR WALLS
ARE EXISTING.
INSTALL
ADDITOINAL
OUTLETS BASED
ON SUBMISSION
REQUEST
iRECEPTACLE
RECEPTACLE OUTLET: 6
SWITCHES
SWITCH: 2
SWITCH 1: LIGHTS
SWITCH 2: FAN
LIGHTING
CAN LIGHT: 3
FAN: 2
Ljk,,,r-t rap,vtn- IN 76,r� I
V,�p: Ty 0
i,
t
t
w
6
ry
DRIVE
i
M ,
.µ .uw h. .. . "xn w .« riq, „ AA +..,tar wW,.d„ + v N., ➢ e,NW v,,, xk . 1Av
f• ~ �'x —. •• wbp" k+ Y G Ana M MMb '"M
n.
^' iJ � - vt w w'Y'Mr x. ry W�w q4 r nn r•+ ur bm h',ebn4.n .d. d N"�'"M
_;—' . . ,,,•,,, ..,, "au t€ °xt"r.an4,tl�,Y.' ".".a. 9k + i�-,," ,�. „gg
o F,
u J ✓,
wu -ry
�s
Stiaicture Setbacks
126845
TBPE F - 18915
Rokit Solutions, LLC
WEY RE"C"' A, ONAA SUR
LE E R � R 'U" j Z
S C
M L'A %
�'
Min. setback to open strticture is 12Fr
Min. setback to closed structure is 25 FT
.aura Avalon
avub sr„ in
Lake Crest DI', Graprlvin'�, TX 7011 51
roles RQJ': Ty
I
I