HomeMy WebLinkAboutNSFR2025-002469Square Footage
FINISHED LOWER LEVEL (NETI
FIRST FLOOR (NET)
40PS
SECOND FLOOR (GROC
0
- VOLUME SPACE (GROSS)
0
SECOND FLOOR iNET)
0
TOTAL LIVING (NET)
4085
- ND�-RG- '<)'WD P-L'H',-RN'G UNFINISHED BASEPAENT
J UNFINISHED ATTIC 3TORAGE
GARAGE
92S
COVERED FRONT PORCH
72
COVERED REAR PATIO
704
REAR DECK
a
'Up IW zl�
Redraws
Division: Dallas
Building Gored: 2021 International Residential Code
Index to the Drawings
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Architectuie Plon Review: F1 No Cornnnenlo -1 See Cornnienlo
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Customiet Fl,on Review Signatute
Customer Request:
Design Solution:
Reason For Modification. Comments:
-doro,,,d
RECEIVED: 7/1/2025
2.,m,
25-002469
1823 CAMELOT DRIVE
4' NEW SINGLE FAMILY RESIDENCE
4-, 4,
PAo
DCA-
V
RESIDENCE FOR:
WAGNER
1823 CAMELOT DRIVE
CANTERBURY VILLAGE
J.b Number. -i.9 DdC-d
e: -
NamC-d 111
DYLD-01 10.00 10, 4,1,25 1
LISA C 85,578.4322
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JRT
the LAUREN IV
PI�SIGNATURE
2854
D,rees
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Cover Sheef
Elevailon'B"
GENERAL DOTES
FCUNDATION NOTES
CEILING JCIST AND ROOF/RAFTER PLAN NOTES
R1GR,EFPEU FOUHDA]lON PLAN PEO.LV IDED I, Wilk IN
1 112' 11PI+.AL BPIC f LEDGE DP' W.
I In" TIPIEAI DPI IFEP! 4,,A;H1EF1'•P SLISB IS E;iT` FOR SLAB
511FPS �fFIONTERk IP. cJAP TG TAP.AY E SIAB LLILFSS NOTED I ITHEPWNF
5 1!'P' Ukr;{• AI B+UDPA'
ttli "EP LOCAIJPn
PPOA IDE 6 MI P(A YTH7IE14F OA POP. BAPPiER WITH LC A1TY LA FRED o' MINIMUM UNDER Al I I' NCFFTE H4P� S.
IHC I. LID BIG GA PAGFLA
FRAMING NOTES
DESIGN 10ADS:
LIVING Pn��Pni' 40 p,f LNELOAD T Iu psi PEA D LOA D=iO pd
SLEEPRIG POCIfAt30 PIT ME LOA D F l U psi DEA D LOA IS 40 Fxt
ROOF, 20 TAT LIFE LOAN 410 psi DID U LUAD= SO p.t
PIPING J�-IST: 21) p.f LIVE LVAD 1 10 pst DU+D LCIA D= SO p:i
'ARa D. Ia,4p, LIVEIO- A
DF51GN UEFLU JKI I IT ITH
hl'G'}P. Rtt'AnBFPt. I:ae'
RAFI CS � 31: FITCH 1118u
WAILS HEIGHT) LOOP
BEA"i FAPERs: 11245
All IT DEBT 2, 6 OR 40Y LI ER TG BE YET R' OR BETTER
A lL PEA FELL 2A OR LA P.C,ER TO BF t Y C' OR BETTFP
FL]'iP )� FIST lA IOLT PPO,r ID EE 91 U11 VIN.
T011T,ACEhlC,TFOBEPLACEDDIPECTL'l OYEPITTERI'�F CARALLELWALLS UOPREVENTUNEVEtl FL,C1RDEYb-TpJN
FROM
`CUPRHO
ATTAR, HE, HA4 E A TPING HEIGHT I ••f F', UNLE1 i GIILERWBE NOTED.
-TALLE%IEP DR WALL, IUD SPACIA AS !FITTED Ott PLANS,
ALLF%IERIVRAALW AND INFERIOR CARRIC-WJAW FRAMED HOHEPTHAN HOLIANDAPUPLAIE HEIGHE SHALLBE
FRAMED VDiH C CMIMLU:IUs FULL NElr�ft(hTUDS i t it1E 111:=NEi F C LLIH'� IlE tlu BI fEF'11LDIAI[ BkFA k SJ lc• F'k EVElii
ITT DEAL 11NL,ECrjNojTICNS,
IPCI';IDE 41, "dDIMUNJ FRA M1•NHOAT AIIDtl,zP I AMMS, RE. STAM I APD DF1AE OID.I.
LUL(fAIPU L"IS BEA t'0P!E: El FASPEDED T;GETHER Nit I?) ROV S OF l IT UP li; �' 12"pi M:NFLA TA.
A tL IUA6EPr YTA CTING CONIP.EIF. P, BE PRE'SLIFE TREATED
A tL 00ANHES, HA NCEPS AND')THEE C' "Pi HECTCIRY TO BE USE WTH FEET tORE TREATED V0 CH, APE TO HAVE 2 MA
(OR E iLLVA LENTI HOT PIPPED Crt Lt1A N2 ED TIP STA N LESS OPEL
AU CEILING JOLTS RA FTEPS a ND RID GEL TO B E t IF BY OR B EFTER W/E=l,,wp EPA UN LESS OP 1 Mr, NE NOTED
A LL STA MS ;HA LL BE DEG -NED W/ AFA NIN.Wf h RIS ET FRONT OF 13?4' & PART MUM TREA D D ERIN !.•F 1 U" PER THE IRO.
A U tLEEFING R—MS IHA LL COON, IN 11T LOOT F J PATE LOLL ( _'PEWNC: THAT MEETS EMEPGENC ,, EICAPE L REA' LIE
?PLYING REVUIRETLENT. PLR IHE LAO.
o CEUNGJONTIR'::d'OC UNLEII 11 OPWILEWDED,
C ELING JOISR MUST BE ATLEAN 12' FROM INSIDEOf EITERIUP WALL.
ALL ,TIC SFuI ES UE;ICNED FGP tIh,HTED ATIC SiONAi.+E LitAUlh:i.
-Lvl(BhVPC U,hA)TERRA F9E(ES FnttTH, i, rMNAWM.
-ALLCEHL4,J,%Ts RAFTERS PN',F, III BE 11P x. CPBFTRA Wl E=14DUOD0- UDLESSIITHEPWNENAITEU
-£J@ ALL PAFTEP U:E, ANU PURLIT VAIUP LOLATICrI,.REFER P1 THE FWINEDIEL PAFIFP FLAN LAYOUT PROVIDED BY
HI4'6I'.91
- PIUGF 'VA LLFf ADD HIP PAPERS NOT TV BE LE, IT DEPTH THAT THE CUT ETD ?X FHE PAL OO
PPG,IIDFA t'I1^"HIGH IS 112"MIDEC UCOUT (PER PROBIDEG1EMPLATEI FOP EA(H POS, HE PGTVENT
MECHANICAL NOTES
AI t ARCHEL HA VE A SPFING HEIGHT OF UNt FO QTHFPRihE N^TED,
!NTEPLOP WAIT LuL RA' PEP S LIB FIVE ICM SPEC S,
Alt EtEI;1PIT A I Tr C ^NEC RAI TO NEC IIPLOT III B ULL 0 BIG C ODE PEFEREN FD -,H COVER sFEET
1+11 TUAFORA:ttT EE 16'HVH GLNPEIIPAItI AT THE(PEN i10ESOF ITADI TO B E ire' HIGH MEASURED `VERTICAL I,
FPOM THE OO,IN,Ai THE TREAIL,THE HLOPE _HJAI IF,'ING :P THE VERTICAL TALUS TEFL C HA T BE a" n C
- PRO'I ID NICE R 911Ell DNiSp IN SPEC '. HEELS E'VT CT LOCA TON P? BE FIELD DETERMINED I14 LESS JTHEPAISE NOTED
ON THE PLA. AT
SECTION & DETAILS NOTES
PRI)VIDF 6 boil PGL, ETHI I HI EV A P�-,P 6A TRIED WITH, pitRC,1 MINTS IA PPEDF� MINIMI Mil TOO OFF A LL I.: OFF,: POPE
SLAB' Ir1Ci UUU(„CARA(;ES,
PROVIDE PPIC h 'MEFP HGI ES =•"S' 0 i ,
PC 11111EBRICKLYALITIES Irt24" C, HORE'JNPRLL1AI+DVERICA1LY.
ALLGUARDRAILITOMEWHIGH GlB, POPAiLs ATTHE GPF.N 41PEt OF STAIRS T08E35"NIGN PAFJ.SIJPED `VFRTIC Al LT
FROM THE TOTING ITTTE TREAT, FILE HOPE ONTAL SF+ACITG _-�F THE `.EPFICAL BALUSTER! THAT BE4"G C
ELEVATION NOTES
-ALL WILD OWF IN ALL ELAIATFQNY PIT BE DIVIDED LIGHT UNLE)S SPECIFIC ALLI NOTED III IND1,00 L!A L SUBDOISI 41
TETI FICATIONF
ADEELESfATIjN k7iW;Ei,I�JC-_ TR)LKIINT-25'CI',>,C MASIPW
TIA'=e Sic l#aa^ 3v. w 'EN Uwei•L
Dretm;a`»1, ::mr a fnL1 1 ;��"�}�X I�' P aTM 'GENERAL NOTES
" OA <• , 1QLYL T•, rx . M BSA Im Ail , M • r,ms N
gCUSTOMHomms ; a..A "U 1 .m«
Mf d I,r :he :mmm. Ta Uvs Axr na ;three ux v P, m 11
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SCALE: N/A
al ifur Sgec
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CAN IESSURY VILLAGE Sheet No.
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7:
tRarmmtas rdo- e:
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1OTYiart�ibme'
1
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WAGNER
I
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859-578-4322 1
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1823 CAMELOT DRIVE
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SUBDIVISION NOTES
LEGEND
I IADE MA_
CUSTOMER AGREEMENT
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DESCRIPTION
GRAPEVINE/CANTERBURY VILLAGE
TARRANT COUNTY, TEXAS
C(,NTH,:' RDAS' ;:
_AP NZ� FuP
WAGNER
(CN,-,T1j:'Tj,-N 1823 CAMELOT DRIVE
LOHTRA-7 P)i JRT I ISHEET NO.
I CANTERBURY VILLAGE -
-01 #: lop i
4/9/25 DYLD-01 1000
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General Notes
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CANIEPOLRY VILLA,E WAGNER
1 823 CAMEitJi DRIVE
6heet No.
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USA 4-9-25 O I
General Notes
10
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CANIEPOLRY VILLA,E WAGNER
1 823 CAMEitJi DRIVE
6heet No.
1 �
USA 4-9-25 O I
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BEDROOM #4
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Sheet No,
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Sheet No,
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4-9-25
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e c
_
115 —h tVe,1)
- -
9H r1pF Vora}
Nefer 1, X, Mlp+f HOT :�(41A, Nnte 2
n val wo> wtn b1e-
,,,, t- 1,rc,
pres=rp,ae prnrs:ene :.e=n`r m�,dse�a:nt Bred
mrerr,l coal =e,de,tm 'aae lac
Bn
e=6,Wt=
w 1
I
aapl rablr
Fane,
Ned,wmd;i
Panel
P ne1
P
(16in
sf
:1�!6Bin
;t
yy
f11��n
r:{,)
Breen T Py) -
n D
-
4a,ta.
Greer " Plv
i'1' U'
- - -- -
1
`vr n_` PIyJ
, . ,,
M a
ay=a
y
T Ply/}}}}
11' 6"
-
1 st Floor Plan - Shear Wall
Plan
.-ram m, �TAo10
C�
Q w
..e-x�d w:1d �..X snlp nv;,An o
"6r oare studs)
LT ry) A
1 4,1 e— L—I FL 7�4,1/2 S�,,I L.... L,,t,l
5L I,!:,! J 'Wil-Q11! "k/2 M
/lK
'A T\ I F FB,,,k H,,qhf NFL q 32 pf) (Bilrk ,F� NFL 3! 5' 0 32 bt)
4J/1 K
(2)2e6 4' (2)2,6 14 TbM it Oc i2) 1 3/4 , '4
2", 1 PW_ �Fu
PC Wqn V! 1� 2900 L&
4 1 1 1 1 -I-7--n _T] -1-1-1 _T - ----- ",iiiN,
I. Shbu, IV,!l Pill t,,I
peril F-1 11A.I'til,
f o FIT. 0
I
III II III II I I IA,c,IF Ver,il, _1
"1" 06/03,,22
�Lp 1
IF, ""Will `
LINdl). ld`(N.),
'F
-I -I I -I -I -I 1 11
I I I I I
Yti:,u,d V "FO�";, 211
it JFisjw d,ipeid bl"d -pued lf
IF
,ph (V,,,) ',ii B
J IF I I I I I I I I I I I I I
90 ni (V�,,)
_['2iJ b- N,f 1�1 11611W A, 1- 2
iii
:lF C
L I
1 2,1 1 1 1 1 1
2JF 1
---- -- -- - ---
I I I I LAf t; S11,0— cl--lu, lft,, H, q
beb'D vi , Ojiyj ... q,,,
11 13 2� 1 3/4 16 2 GF PW FbilGI V I
(412,,6 l, q '9 ui I I I
(te, 12 1
N I P. ""0
I i 1 1 1 , 1 1, _VL
I� Ida Fr I F`F d'i 3/, 7 �1 2 IIl 11 11 11 1
4 2 - ------------------
A, "�I,
I N I I I I
25 4 1-
BM 26 1 3/4 It 7/8 1! OE W Fb_ JJ _V 2
'1216
27 1 /4 4 -1 11 _ F", 71� 'L 2
I J -1 BM 32 24 � 3/4 2 DE PW 12- 1 2
I
B, I _V�
3 21 3J4 4
I I T -1 111 ,,'1 BM 37 11 1 3/4 14 2 OE PW 90 Ili JL 2
_T_ - _1 L — I I I I I I I E'11 I I I , I I I I I I J, 212 1 H-212 3 (5)4
I I
't k
l2) 1 /4 2IIm `1 "t Ill — l'-9 w,F,u
I
III_
IF,
Pli F,2gq �VL AI b,l— IF —, I, ,u,
L3 L�r I - - — - — \>-F,,, EI— shad be supported b, ddibl, stud packs
)2,10 C'
1' 3/4 b
Ew� .,III I
2 DE %2-K LVL
Ns Requ red Fuar..terc
1 5 3/8 't,,l L.... L 1,1 _ r1l q,,,p,,,i pd I ... I
-All I'll D,,pl, "k g A
Lddd, IV, b,
81A,lF ny I, r— q,,p,,,t cadNl�,, B O.ppl' III Req, led
�k Igt UE
it-d I, F, 'I full
(2)2
I - l W, 6 q, lb,Idl, (5pu DL,
�Op,' ld,� ed, , IF, 'Fed — t
P;A
a J I A A
2 V., hbilb eq,,pl,lt pddIII, ]Op5t iii 20pAt LL
Id NWT 1/4 LAJI
Y -9 -9 9 Tl be t er! ip as ,q,Frel I, IF iJ, . 'lit
Fl�l,yll��"d,,Ibb,��itd h 48/�4 ARA ut,d she:;thl,,
Fuip,
a6E�` b,jfs
'i"k dh"'I' I s"e'5F I "I --ilk f F,,,F F 1-
ITE `F� 9 (212,6- (3)2,6 G' 112,12 21 _WNI Au
ll,d,, 3, All I I, h,l! 1, 2,1 11� �,..2 0 2�' OC, UNO.
ld,,, hb[ b, SF� ', 2 tiNG
-----------BM 3 t -
All de—,
IIN_7 I l. All U, g,,d, t,d, 19 16"O� FIJU d,
I -J, 1 T-L 't III Z �hbl be N, 2 g,,d,
GM 9 p 9 It
T_ Bil 1p,pi t� l— Fit— -,,Il —id, III , d,i,ig Fe 3
(I bidl bi,1",p p,,t
I-') stld b,, f IF,
F9
I I I the '2, 2
`4t
p,� Y.0 I-e Ildl'Zb, b, p -f 11
4
II J -1 J -1 J -1
be TI 1 1 3 p 2,6 & 2,8 D--, d,,Iy I'd k be RI a
-d 7 121 b, bt— t,l, dl ,lp,, floors hbll
i h,l be bdx,d IF, ,bflh,,, 1, -firl....
1, 1 pft�
(I Klry
2 a I
12,2, - ;IIII III IIII :, j 4 All wel- noll be I I- blifed I, elde,) WA
,L 9 d,,Pp,d libed— ,q,,e (I)Jl,k o",
�T 6
ry
T:1 -1:1 111,2
� -f LH I I I
---- ---- - ---------- ------ - I C Pi,, t,, Ile N, 1,,,g Flu 2 for ,y ftl—,
----------------------------- W.1 Al2)Z,6 X F21,,G 6F le'utubg "q—'e'l '6"'1 Ile III* L, Plate "',—tib,
F-BM-61 11
vi-bi L,gb' d,d ry
L 5,3 ',Q�V8 ,l L.— III,' ,,d It, ,,t aib`,d, A V A,l[ taFe 11 6, 1 J,, t,, rwlly
B, S,ppO I, P,q.,,,,.j First Floor Ceiling Framing Plan 1-1h, F,riIr tA —
(bock height N-1 lC' a Vb,'! 12 All b,,,, -, ,-d MP FR1
STRRND
I
I
I
j-,
I
I
(f'LII
I
—— ——
I 1
_
I
I
In,__
D2
1 C I I I 11 fi
IIIllllllllll 11
`, ss A cU bet
fcl: Foraq on t a lk 4 antl null tc rcftar
nulls :�
( I I I I I I I I I I I I I I I I (2) 0'l1" 1 3"
1Li1;1 IF I IR'I I_ 2till I- o^x6toP:tptn t�-e11 fnnonllsLL
w/side
1
TI,
(2) C1?' n 3'
1c ,'-,,0 Pe`er Sm,cn AT, a ASn el: or
B1 egc.vont me.humcul las;-nrr
_ _ .p _ 'I G ;min 4W ID :uper:ty)
—-- - D2)Typical Over -Notched Rafter Repair
:
'
-_ _- _L9 L, fit
L� -- 3 `----_y - - = Lea p•cvd Ce fil filnn D
-_-o, 1,QCfi Imbe:l.1 screwsr
_li _
yly bc4r5 V'u"tc 6) 6 U 09 0� 10,'Ov6'nber1K c
ne n,ec: s I,d to rood Deem r Off.r /
— 1y _ `�ataa meine P�aeIJ / / ��)
vpr,n
_ I
I.,�I:ny Srhedd, Muliln apes
_I3" --}� steal: be fastened le4e:Fle.__�
n n
io Pla:e
yL _ _ Cq-- _ _ ____ _ ___ _ 1L _ _ ��R:.r d s.,pl"nrted f(
-� j b4 wall below
11'I -- -11- I 1 11
.: Woil Belcw '
I
I I
Ac. cn0''e rollers es 1?
Itlanal
t�ll he,ht rclter
(D1 Rafter to Joist Connection at Sloped Ceilinqs
2.6
I;IJuFy`'
:— 11
I
—
;;P r4
I 1
,�
I I I
111
I
I I
r
a
I
-
�
I�IIIIIIIIIIIIIItlillll_I-
9 9 =� `d 9
c
to fi E to I~ _ al
Roof Rafter Framing Plan
j _2x6 too e et etch ro`ter Fosten
ss bre t3 refte� cr: ceiling jets:
(4I0131"<' :iJe each nd
w� Cell ny :olst
�2h -
',: Foor wall
Typical Brace Detail
9,s leh s'r e= is Pe rill
• ar,nge s P-aher t,an the I,q
To et o ng
Rwf F,ar^no Motes r,1
All e;i ry shall ne 2,6 'vP II, 4 2< Ct '..NC.
Has r,,ley! and ,dq-s !hnl be `.02 qru 1� ill' UrTO
3 Rcrte• spl ;es steal occur o e• s,poarts and -I haw n
erl ,p of each s to u' the I.ppnrt
4 �nenslons shiver ar p.,r-n o an: Iryp .e t h,lznn:ul d.t4nre
5. ti mu, engtn3 pronded on :hls plan are I,, re'eren;e onl, and
not mended icr matennl tore It :vdder to -Tv 'ength,
P,„
6 All —dware .Sn v / U:P
6111,25
- 14'-1'.0' -
L,,S
FR2
r
C-1 %,te,� SIlhI,-
IP .I, E,
fi,�Ig, f 't, f',"defib, fiL, h,,, b,I,l "Ph.
1 Id sJLe k,hi Itte 1 3, 1 her_2#l"t, i VII, Akel
2; D',q, and CII-fi,-, If P,,e,b,,PJ 5I,bG,d, hq 1,ehi 1496 or 'till III- d, -h III's WI,
I` It "'i" I cl,
,014 2) The h Th ,fifit, If he I, ` I, shag be
3i fith"i'll"! Cade (N�) �y "J'e". I, the ""I hh, Id bde,, 1, 1 11 l 1, ee,d Ir If...
4) A--- Cbi,efit h,fiee IACI) 31h, e,' It te-13
h,
M, "bli, 31 The ii the hh,,,;jI
1) I'll - de �ty c-, 1,d I ii (,,Ih I A,d "I" ;cared x7,
All piet-I el d 11a t h1r, I �Ipbht Nit ACI 42P �R �P�
fi,d shall I'll, 11,11�111111ehh Z10 k, _P Itlbl,d 1111b A71 Ale, ��`,,,,, in' fial �IDI: fi,t), th the tdf., f the_ av
the feb,"Ir, t Ilt"'Ifidl h,,,, , "If pp,whi I�47 s per " �',"c'h` "'I" I t I f �11 1,,Ild
R1,11 7,111 be "Id ,td A�-� Altercate ,I he "d " 'Ab, hI the 'st_he�t It, I h t,,J th on
PJ, w zeel If - F,Isfiii,ld I- , bf ee, th, t If same It, - ii sho I be #3 or 44 k,,
li,�I= �hfi;,t � fl, A �I r T -1, e,d Ih v V, I I
,p fitdib,, All hl,• I. ICI. 46h, G, f(L
�11 t-ee shall I p ,g', et 2b]OJ I, t,,e I' st'tl'i -1 be h,,t'd All, I ll,, I, PjI @ , , I ,,, I , I I�,It,d
3i 1 d-, III, beef fier 28 thy ,q - We t,,� "gjd PVC ALI 1, , pit e, t� # 3h,
"If" once-d, tht'71ere ty-fil
end ti 1�1 L, nPeIrfit'g, e,11 be ,ee 4) T`h, bet"', sides, III] I, f the Iq, d
'e
-1 eh�l 2 #4's T.p I ii b-,,, ,Ii,,r be I- with fihb,e� elv%� "
Ped Pabor L) After the f-, I ,d, III, P,,I,, "Pe �I,b n.,tied "t OAnonI '. sheet
"Ih , It-, I,,[ ,!It T,,,,f,,l "CY
-,d �,t it, pl d h the �ft_ If th. Toll Ad
I) CIrvII
prep 1 I, the WUh, ph, I, ,,-t slob _hull ,t be pl- t,lIJh
b, _,e ,1- Pitt be,, b the qn, h, the Ifib , I,pp,r,d br, p,,,, 'fi-al A pipe ,t I,Il elh 11,,bl,
J, , p bed eth- I, n •,, bi -i a: ' I eh,11 be ,,ed be 95% -rater density Ibl- Pit, may P,- rau�k rig,
d if ,r,f,iIv � �h as bfi�te_
M FHA Ii heel 111 1- fills ..... z I, 111 9' Allh 6) C hit, pool deck Clean
g It, vel Ily 11eI be pl placed . 1 1,,, ,d 51 ty
I I h I P"f," col III ,I h I ke, Ififil be dd,d I, I, ,,Ie I I Ill Pie, y, j C, y ft,r,
I be t, All -,dq, (or buck r nih,k
coil :hull b, ,Ibi,,,1 ,fil the zI,b I, it ,I, , djh, If the i place,
he "t' I' . I . I kit I', nq 4h,11 it efifil Ir-h, :, --wel, ""l-, , lf. f-dAt 8' Min
_ f,,.I,,6d, A-M! 'hate t; It , ,d,I h, ,,t th I,- 1- 7) A' V I tell ,h y then be Peced
fin "' tee It Ih, Ad, It �-, AI'dell . -#t 0 24" c eIt,
3� r,, . used ,I, it I-, I,, tp,,,ii,dy'-�h- , the III, pbibi, eitf ^f fh- It
I oi,,i e, h,1I I CIA #3 e, 44
I it be III,, ,J p,, �,e Ll- ,d finch b,11 1, 04 @ I L, I
•" cued from ""i I t- �,t,,bt, Ih r,,,-A We t,rt i bell be per felt pea", t,d",PP",h H, be , i.,"lPt, tap
'fill __f to
t, I" I -I 'iL t-, lie I �'Y
ft,r, I deep �h, t fibl be ..... peer he -,,Ala, ,it epewd roots
III- II fie%�,l by e Pl,,,, ,pli ber ar
with fI•m sl; E 9) AI h -h I , `show
7, , � d hih, where
d Pet, 'Pt h,,, I, ,!led I,, l,
vet
5) P f,, k c ,cI,,t,,d during c--qtP, b ther, d,,fh be edht, �P,' , th-fly 1, 11,
death It I Z' W,,t[,,,,d ell, ptete, , --ended h,It �Iypl,,I)� Ill h-li #1
d
4 ", t. le,,fi 1-ille 0,11 1, v compacted 11 ia used h, b., L,,covered q-0 �,d
'I" , 3 "he hfig-,I ,y
kill, 8) Ih, p,,f:,h p,,,, hCl ,t
"I"gh
b) ;I'm, 111 fl, , 11 1,,p W 1, , 1 1, the di,g, be ght I, Pe oge,eirt, IM t
,I "P'P_
ty,, I' P, ,e,el . .. ..... it 1 h,d
M Perimeter Grade Beam at Pool
1) The 1,, tied be l,,- - by I 1pr . ..... r/r,t,rd,, it the I fiq be, 11, S4,b i- 10� �,d,
�fir:, ol,t Ir,lb-;h, be the z,�hl,t, -,Lr,d L,,y,, -eI Ph,r, Al,� rT,,I-r Ahki, 11 Net tf I"'
fi,-, i,, ,,,pt,d Leir,fi, eitIe, he, be et.,� 'et
,,,h�ehi I,tA, eh,,t fear I, It I, b,y,,d the p, If Gravel omv It" `T'
the be
I- �kid, de
A, req I Nee I d, AL�flhhy If th- n'tILAI fidder
I Lti, ;he h-ir, I.0 b, - b,,k It, ,p... 0 e 2) l ,p,r re�%hy i � I-- , n15 Typical Strut Beam Elevation
I. If - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
.t,, , be " I f he I- 'he -Lill d,, I
Pw i :r,,,hvoles. -
"Y - be , ml� "'K4.d' I, �lhh CIIT,11 ffiblle.
afoul d-IbIt" and dq,,s, �fif`h, b-
1,1lr,l,l PVC L-ly 'l-d "IS" Att-, t, LTA)
III- that ,P, ,efet, fillb, the trench �,I be I, v,,dz Prr 1�
tite
,red q
'It
lit r be,, fi,�, Id
t ,h it prevent At pill 1111i tee p,y hell e, e-,elly fib 'r I,
the, err 't con r,,,, It- h,:l be facetted 1, 1,, bItt., ,d t theGIPe Mil see.elite #I
J teen
L,It 1 11 Inlh,, t, -0,11 11 111, Kq, If the pe, 1, P
CI,t,,It,, h,Il[ t,,,[d ,LI P� Ji P ........ I I- h' It l;,,! 1� ♦2e, lbth-, I :r,11h ti, -0
,r for Bell be3,e -p-elity .-, for ler klo� fir-
h TE I, ,th gI,d,d
'.t,,,t,r I, etp, & filt,� Wh- a db,:,pPby tire, CAPI, ly MI d-i #1 e hr �,tf
a he'., m, I :,e ,*[,_Wrbl -, fill"IZOse,ti-I. ,, hd -,,h,,i e bn�z I=
i
Ice
v,,
I, rA,,
Ithby -hiI and b,,,Id,r If I, be-.pt,ree, fid I,, I, Pill, I beam eAJ d-11, le, gred A,: 11. 4:: JLAp 4) 1: 1, ,� p,rm,ft,, e, ae Pf r ap,M,e, by 51 d be,, h,1I be led It , fi-ei,liert, ;-hocks fidl -fil be i, support 31 W, 5, E ddl
t-th- T,,,d,m she be z1F,,reJ 1 he - t,, 4 bet Reber shell b,Va adequately
end tied e,pAI, re 'l- Re-, nA Underground Drainage System fee, I, Pins
Phi hit be zed d,,,,g plit"'e't At Ie"le 5, th't ,�hi -q At t"j- ,it ti,, Is
mnmlvlllyd.M,'kl' 'Led t It "It,
hl� � r
d cads fir,hd sbfi, I, .at b.,I s t', -h-, It
Far 16
�t`rand Elievaflicin
e; h,s fI_,
>•res�rg cues el"i be "t b,,b -q et h,eth,,g,
ton
CLede It -,IIr,,,
7) Diehl end i,t, he f,IJ If ;he I- e,E,,
V ,b7",shown ul 1 th,11 e,I,J fit leas .3t the Into 1h, EIII, et,,,�,,d only
elan t s,_ p1h,
91 L' -I, shell b, let .ousel i , the, i-L, e II,h anchorage
Alf t•equ�,.Ihb . . ..... J, i,i,r ki,11 W h, dki,•d t.,,,,d W,Ii
�,,b to it III, the 3.i,ert"fil
I L the fir,: 0 1 l't f", he f d'e't (8 1,, eh-
bf I Pht. t
vimetel
�_Ps t,11 be -fi-ed xh,l he h,; M o 00 b,j er,S3I,, Efielth 11
st'it"
re•>rt Grace
Te, 'd", "l-'t b,t Ii " 'e"'r i let weather did, 4- 1, q, red
1% Be-
......... . tP',
hr,k I,,q 'i -by x,
't, l � D, ,holebe ,,be,, t 2B 9 le, Elb-fi- •fihl bitpe, merely 078 hi, t `7 1 P 1 1 I,,dhi, A, c-,-y tfil 1, br ht the at-l",
hh, b,e, Te5e btre,d5 may beer etre,ev to 330 k p, ,(,der I -, P',h cope he , It
...... tII V III, t,", on high s ,, i,
LitA
3) .1re d I,d, shall he ,t ft th I see r h,e, ,1�th , larch rB,,,d,I e 3 ,
I l1 A I1I bx,,d •'-
,, I.fio, If It- I) 3t-,,,g '�t, �,f be 'tffjLp,,fi, I, ,l
eteIthe straw tr,rI....,,
I I bet, fporL_, 0 2�1
Ike 2 #4 1 ]1 P' 3�fi
j�j IT a
� �, �, 11 1 fe
J� 11 ,,d UL the be fit 13=121-c-1 B earn Transition t Drop,
PI 1 T St, d,t,,[
1 1, k h H I, f lzi, it he'll
Refer I, d,t,il #1 fL, E
5 0
2 N� ti, L CIA .6 bide
3i I Ni; V,,,,,
ti�
LB on sEr rid ®rec•tlnA)
4
t: I "'hed be tfit, Z1 I_l h, ibe
Br el led,, 1,fier 1, A,' 6
el led,,
Ill,d
water;
f PIhI he,t
3,41 0
S
1, b- '6', i 24, It
BecTop I 3.ti ')iCa' a rqe Pipe Elevation �brl/l' l, Li
be be, A- le h...
rbd d I slab , 'l, T�.V T 7� _A` "`to q,,ri fil tell All, � -ler "t moderately close together. I M, Lt, I Lt h, helel @ #3 Tie,
I, �P,,"'* Ith ,�M pl't,' I. I,V I C� FDO.1
te, ,3- f ,hrq,
R19 Alternate Perimeter Grade Beam - d,bq eIe'• n6 Column Footing
DTLIOO1 I It
77
i� jjx
anuQ lolawe�EZBI � w
aZ=��
M30-sawoH=IG
- its;
.E a - - -
P c
-TE
_
ill
it s
-
P
<
_
_1 all
1 Sill
-
too
Ec -
In -
P^E'a __
_ -
i,MIJ
-- - - 11
oil
M -
_Eo -
--
-_
-
-
_ -
rEo
- ---
-
'
•O
- -
Hum
MEN
m
F9-�E�
-_
_
dEa
U =
-
is
o _
- - ___
- - - -
'S - -
_
__ _
-
- - -
Ways a - - a
Fa -
- -
:
E a
HUM o 3
_ _
_
__ _- - e _
_ __- -
.-..x mow_ �.,_ sue+ - -
10 E `o - Sy
-
w£-
c WAX
_ ➢ E g 9, E a - E - -
- lot
_ c L S o E r
chi_ _ _ _ _ _
_ jail! _ _ _ _
O 11
V F _ _ E '„ - - HIS
!an
ET - - -
E< - -
pl
_ _ _ _ _
- _ - -
_all 6E� _ _ ___ _
_
-'TE- --_ _
_ - _ -
_Hill
mum,
-
s �„c iior -¢_�.. e, ✓._¢ 11111n_,.. �i "r n'[c.r_�,.. >¢.. v�r ni_n3 __ _, v .r-Fi. i. l.,. �i--_-,-_i, i�-.c. F3 -13c.
a yE Eo of TE
ix E
_ - _ F E o _
aEm - - - - '_
v
z u.m ��_.n_. SWIM
m _ _ - -it
_ MUMS
-.'vi
20
Eg
=av,n _ _ -A- -
sk
j wE9 _ - _-_
AS'
E�.._1 z. .. ,.x..s
Components and Claddinq Wind Pressures
mpn..is and Cladding Wine Press ... 3 (111)
Wall Stud Schedules
E,po.,re B - less in., 25 MPH E.pocur-. C - less than 15 MPH E"pc;cre C le.s
'rnn 25' MPH
prof Pdch (q') '•f1 n,;X, M�,t 14'- r,ph Vwf '51) mn®Vwr 141) rnp+ V"pl I tS opin Vi,y 1'P ono•, V"q 140 m,,r V.,f 115 rPh
Lead B=on'19 Wells (E,s,,,t IRC `eble ?6023(5)
VI, "`V, .I) mph ,,, uI, mum Allawab e Length & Spec rip of Lccd Bean-c Welt =_fads
-5i,00 199 141I20
O0 h110000
3:/+I344
aa I',4 R24 `t d'Ieght
t. ^
+ C,
Pea ,inl and
10457
-560,1 12
-253
+3-1
+
1;Poaf
'
rcetfCc•,ng
Iny og
No ilc"rig1
Flat 12
1 10 0 3L0 -9' 541 111 361, 1111 591 II1,1 if I IIn3 It 1II1 412 111�
�459 I I I 1 11b 2,t
24' o,c '6" � .
111f1 +100 -2)0 -89 -240 +18 -Zf0 -121 -266 +109 -l90 +94 -31d +13j -29] +I05
-3_'4 +iSS -35' 2`0
!
24 2�'
`6'
'0 1122 49,U -IS' -S.in0 -148 595 II1,9 -141 I'h9 690 IF, -n62 flat,
'In !!Ib /;n
oc cc
o:
'0 +I11 -460 -120 495 +12a "530 -131 -557 +145 -599 +155 "641 +150 -El +173
-668 +173 -7' b I A.,--, SPF et,o yred, Ir I-11-
1 5 612
l100 420 -IO1 451 1'I I 480 ,121 10a II,^P. 541. I'34 581 r15 56 T I15(
"508 Ii50 648 2 Be Won frames ar tall wall lgomfer I-'2' me,) s,gI be q'2
10n +100 -390 -100 -4'S +99 -440 -12, -472 +121 -5^,2 +'.20 -532 r135 -S2] +id4
-560 +i34 -594 9'ade or ,otter.
'0 fi9424„�2U826n 1222280 .235290 +2.`•,2 -i1 s +259 ii9 r2/0 - 4 +.i0.`.3h
I l300'+8 3 Forc,len„ -rills expos"d to wI'I:, -,toil lengths -,lull be I•n::,.d ny
;n +IBB - -102 -'50 +21E -270 ,227 -178 +244 -393 +261 -327 +254 -311 +'•9I
-338 +>9c -3" In,'o lcvnng.
>5-1212 >a 4181 -195 235 120,e 150 r2'9 261 12',6 _84 1252 303 .244 29,T 128,1 317 129,1 ;38
100 +I7f -210 -189 -225 +202 -240 -2 3 -254 +229 -?72 +244 -211 +238 -2E4 +_'73 -304 +273 -324
'0 f2I� 2,0 -L'8 3U-i„ n f243 "+20 1)b1 9 +2/,r: ,',61 +294 1G/ f2d1 -1/8 +32°. 40.1 l32,8 412
+202 -261 -217 -TB +232 -300 +2=4 -315 +263 -339 +2a1 "363 273 -151 +313 -371 +113 -405
Wnll 0 1190 230 -204 2S0 t2I7 2T0 l23n 219 1247 303 l263 327 1257 31.1 1293 338 1293 311
lttn +IaO -220 -1'33 -_35 +,a -250 +?18 -266 +?34 -254 +250 -303 +2.43 -27] +275 -317 +278 -338
--- SCO flhd 'U -I/fi -I 5 11oi 2U0 llnl 206 +Zi' 224 t"U 242 r2I3 710 +!44 2`,0 f24,42'n
i Reference IRC tab, R f 2(2) Pressures .. the above table F been denv,d 'rarr Vult wind speeae, but have been fect..ed to
owoble stt... I. sign (A61)
F'us end m sign fy press. es actirc toward cod away ficm the b;,ilding ..deers Pn sines shrl not be tcken es e.s t... 10 pst Vosd.
rr, tak%n boil 20 ,0 3'or roofs a no 5 fur walls,
4 Lin , p rpaImn ,s glowed for effect I wind III, e,.y, For m-edial wine speeds, use the higher ,no speed �a o, er conditions, jor- this of5cc
Sheathinq and Claddinq Attachment Schedule
'me Mn Ferr ,ter -do, Lon. - Fo ierer Snocmc ,Edit,/=led)
Fran -mg Shop',. no AjA >pcn Interior Len le moh Vvlj1 iU In I, V t; 140 mph V t, 15C men `("pi 168 mph V,�,,/
So,, no Th,r"Sne�s .abny (page/Field) 90 mph
V,,,r'i 00 ^ph V,,,,4 I"C -ph V,,,,11:'0 mpn V,,,,t 13r1 mph V,��„
F r, I H r' H I r; H
Paof Sheathing' 16' OC 7/IF," 24/16 6/'2 5'1L 6/1_'t /1= 5/6 I- 6/6 63a I, 6"/6' c/6 6"/tb
_c OC //IG' 2-1/16 6/'2s 5/1 r,/6 b/s till/na b/he fie/be ae/6aj .0 4' be/66 ,p'4s
,able Endwml Pro, 7/16' 74/i6 6"i 0" 4/4 'F"/6s 4"/e" 6",'6" 4"i4" 4T<'4' 4' 0,4'
Glena, Wall Shea;r:nc 15' OC //IW 24/16 gorge 1/12 fij'2 ;6/I2 6/12 6/i2 6/I^_ fi'12'6/127 6/12 6j i2'
h inn: 5 eo:',ngo CC 21/32" 48/24 6, '2
e r o Edge .null be s+.l at roots wlthn 11: of ever th, ,of rdq- r rnn^ pert,, it .hall nlan . be n, at wn11I, w,ihn
4foot of outside sI,-orh,nt cornere
7. ',henthrin sm,I I, (!!,H or APA Rnnds .. q1qfm AI',emnte vheoth rig noon [s n,a, be a ,o Fro, Ind they nacre :nd, npi,ni for
su tdbi 1, for 'he am ,Feted wmd pressure.
are rnn,ran rvgo ren.nh or rind 9n9 oam P'f` to role, or plan; for wall :,rn,;r,n or shear, -I] req iimnent:,
?efer tr, W1 Tables 3 10 thraq 3 14
5 ace fielh soac,ne to 6" oc for INmph Gp C, no 130 moh Exp C for filming memaer., with specific gravity betwee^ C 42
and•049 (referered wmd _peeds are Vosd)
6 4ecuce h%Id -,sound to o' oc 'or 110 mph, Etp 9, 720 moh E p C, end 13J mp" Pop C for ',erong members with specific
g,uv tq nelwee, U42 ,,od 04H (. Po,n,,d wnd sp,,ds ate Vasd)
7 ?eeure saaanq to 6" o er fmmn9 meaner=. w sec fir prnv iv between 042 ore! 049
8 clog to 't, a or fraT,ng members w. .toed he grav iy between 042 and 041
4eeu<e .c ding to 3' o,, or frmrina members wt 3., he grav fy between 042 and o49
11 °educe m ding t% 2" cr treating menbcrs w., sec to or ov fy between 042 and 141
nermed,afe wHd speeds, use the higher wI oeed.
12 R„cf sheathlny shol be fostered wI" Sd c� nnJs cr equ^,clot
13 Floor dreading chill be fostered with 'Od cnmr,nn ncll; or equ veient,
Rafter Span Schedule
Mar,« ,.I, Pafter T(F-mf iVFr M THope'. 25A)
Sc�uas Crade P.aff^: Sr= 10 pstans 20 pr
I6' be za' no i6" be 2a" oe
't 6" 11'-0'
�L ill" ii'ii" I<q" to 1„
2x10 20-3" ICE'
6 '0'8' 4" 5-10" 7 3"
2x10
Zxti '} 4' I1' 4' I2 5" IO 2"
5'F jj2 2xa 'R'_" 14'-Iit, 75-�' 1i-1rY'
t1. 91
Dr L 2 14
2,10 22'-3" 'd-2' 19, 3' 15 a"
I Where ce rig )o s's are not ccated I''re bo'te^ of In, III, spore, If,, to b,o'note a n Me span tebles for nJj,stm,,t `grim
For rorr.c,ne -rids of '00 man or more or on biro ca e weds of 110 ,^Fh or are e•e, t, an1•'lment filter, bebw
Rafter Scen Adjustment F,; for "or Wrd caads IEv�-erpt iron footnotes of WFCM able-, '26A-H)
P t" 130 mph Mu 1/ 140 nor, V11/ 15P mph Vu1/ 16B mph VIP
^tph V,r, 110 mph Va,e neh Vc,J 10 or Vo„
B
4'2 7 9
77
5 3 R C 01
OJ6.12 S72 8, oOo6
3'? I25 198 1U9 n,87 ao, 079 090 072
1011 i.12 090 '00 11 a0 0.ql 013 It 33 n6i,
Ic 2 17' 081 y' J/c (3i Sob U/1, 061
1 For r:ln" etches, rotor :o the WFCM Adlustaer' factx tc/ not be greater than 1 00
Maxlmorn t.denor ';tJd L-mth
Erccrot from WFCM Tome 32OA)
M.i,rum ,t cd Lenafn
n,C
115 mp^ Vvli,' I'0 mpl140 rnph Vuq,' I50 rc,p•, V,1/;IfiB rrph VI✓
90 mph Vas,. 10n rnph Vo,c I'L rt„Y 4a,J
2,4 Sf .ri •'_: IU-3
!)n 11' 10. f 0 , �7. 10, L.. 9. 8, 9. 1..
2,6 _t..d 13 O' 16 n ! i<' T 13 2" 12' I'
42 Ill-n I7-5 161 15-5 14-5
frI, table es s SP- o lament. For other moter'n1, se, „,.,rig
amblran,r, ref,, to the Wfc. M.
f- Ali awab!, stud length exceeds 20 feet"
Where ,toru •wills it, ehp,l r,d w, 1, - I stmm rn ,e-I cIs, n, slud lergthv
:hat be le, the toll -rig
Ma,c^um E,t-oar Smd length
(for wells nith wccd svuctorcl sloosmno)
IF ... •ot film WF'M rthle 4-)08)
Mnamnm Stud 1e,nif,
I 5'OC
115 mpn Vvly, 150 mah Vi 140 rnph V lt,' !TO mpn V.1/ 168 mph VWt/
yi1 mph Vasa 10U rnph Vn,,; 1'0 'ph V„v 1IC « ph Vns,.:;0 qgF Vosd
II IU -11 9-5
2.5lt"d 13'IO" '7'1 132'
ib-I
fh,: `did, Is erne• SPF m egc,thble,,'. Fue masI, r ,Ihterial, , or
spa.Ing -thinatlors, rote, to e WFCM.
"f - Al owable stud length exce-c__0 'e":t
Ceilinq Joist Span Schedule
Aox mum
Ce line „,rof Fib- (E.ce•p'
W`CMI Tables 325A and 325B
1pac,es Crsdo
Jo1st
Si. e
trI ild At:c
etr,roq,
W,theal Aft.
,G4oge
16 a c
24 0
16'
cI"
',4' c
! (,
12-0'
9 10
I5
I 11
N2
2,8
15 3'
6
.11-1
11 7
SIP
2x10
2x1:
I8'''•
9' r"
14'"4'
-
25-1'
1= 11.'
20' 11'
ICI F"
A3
^,8
., 51
16, i,
5'. 1 :5
2x 10
iS-0,
1° 5"
19'or
IF 1,.
2.E
12-IO"
10' 6
16�' I"
Id 9"
SPF
#r
15-S'
ti-3"
2:'d"
18 or
2.6
I1 1to
10-,i
I1-8
14-1a'
DF-
#2
x+
'-
F 3"
IT 3'
" C
18 9
rn 10
19-Io"
in -7
,6 t,
.I, II,
Nailinq Schedule
Fastennq Lo Main
ITC Tcble=602311)
IPC Teble 230491
- -
Joist 1, ;III ur r er
ra
3 - 8d (re-11)
' n 131" 1s (toenV
-
Bndpi•,v' to Jest
- Sd (Taenc,l ea ends
2-3" , 0131" na is IToenal each ends
'e Plot, to Jols, or BIr,,.k1,n
S - led ld "5' nlyre-ed!
x 01;i" odds 3 N' o' ;turune')
0o Here to Stud
2 'Ed (Endna.If
'"3' x n131" noIn IEdnaH n
:,Hod to Sol% pore
3 - 8d at 2 - 16d (T,renclll
4-3" r 0131 !s (Toenol) or
DH-blo !Hods
1Od @ 24" I; IFacenc10
3' x O lit" nods d 8" sc (Fucerulli
y¢r;
0n..le ;op Plt=s
IUd :N 7?" ^,: IFecenall)
, 01;, i" trills rw' I/" :d (Fccen,;11)
++1'
ap Plates Lops & irdsrsectio',s
- 'Od (Fad ens l)
?"3' to 131" no is (Fgcer,II)
Rnhn:.00> Neader..rwr, ole+11
i5d IM I6" �,,. along of eJge___
-----
C,ro, Joist to Plate
' 8d (To,en)
5"3' x 1 131" no is (T,I,n,
Conhn%u; Heoder :, Stud
4 - 8d ,Toor,d)
------------------------
"
Ceti, Ja t, Laps aver %mfiors
3 'rid Foctmel)
4 3" n•s + 0131" s 1moe,oi)
C,tllrg Joists is Pmcllcl potter.,
3 - 'Od (= :-na 1)
4-3' , 0131 s IF.,sc l)
B.Jt - UL ,.-, r :Inds
IUd 0 24' a'
'9131 reds' ii6' r
Eu l! - Up gird, & beams
1Do g 32' a "ep, got &
r 0131' ncil, o 24" :c ;Fcce nor)
^fnggered _ n,1, 11 ends ,
at lap and Bottom ,it Staggered
each spl ce
3- 3 , n 13" nods ( Fore mod)
at rods end It each sauce
Bud'. - no Wooa Columns
'no @ 5' Is ;244), 2l
aw s '6c A8'
n ,�r 2x6 ogr=ne
`_ '
..._. _.. _.__. __._._._._...
Poaf or Floor "ru=_s to Flee
3 - Sd fTaenc,l)
_
3-3' , 0 13i " Is (Tcenal)
n
I^dye':tn1:
ibd (hoc^naH
4-3' r nisi" .
Bloc n, 4 tos /r� tors to Top Plate
Bd IToengrl
3"3' n 1d1" na is ITa^naI)
Fr• ,.o1st to "co Plc:e
P.d '& K" .:c IToe^o1)
3" x 0 137" t c11s 6" oc Joe no )
Rafter to Plote
'fd (' nc,l)
n 131 . Is (Toernl)
n
Collor -i- 1„ ?u't,r
3 - 'Od (F no I)
4-3" r 1 s IIn.... lll
Jock Prior is h'p
a no i'nenI,)/3 I'd (cncem.l;
311
4 3 + 0131' is (Tcennl) &
nno
"
?-3" 0131s'Facer,gil)
Foof ,Room In 2v Pope Ban
1 'Ed ('eor,A)/3 - red (In,ana.1;
;-3 , Ol.il no is (I„enal) ,&
i t" + n131' na is 1Focenoil)
_
Forte, Tes to Fatter-;
3 - 8d IFa, eno,ll
--------------------------
Jolnt to Band I.,st
., 'fid I --no 11,
4"3' x 1131" ncI-
I I, shear walls ,n,d dlndl:rayms, no is shell be piece, riot less thar 3/8 Ioc1, tom the send off,
Loose Lintels for Masonry Support
,o ", I
Cpen rg
Height of Masonry
✓eneer
We ghfi W.dtn
i FE)
11 1='
24"
hF'
}ci'
Arch Ac':on
3,3 'e
3,3+Yq
3,3,.4
3+3,Y
3x31Y4
32 psi
Mn,
_
> ;a - , 8"3" 3 r 3 ,/L
3 i , 3t'2 x )4
c x 3 x 4t
, Y4
„+2 , 3!, , )4
i'
4 x 3 , Y
S , 3D, , Y4
5 + ;Y„ If,
6 , 4 , 5/11,
6 x 4 x t/1
5 x 3Y2 * 5i5
6 x 4 , i8
] , } i n
7 + < x 1,
8 , 4 . )j
'
_ i4e, YrxY
Di'P'2^ya
+r2, 11 `4
Dix 3i^2a
✓xDz ,Y4
-
>6a 3, , to
ifi , D'i xYn
.. iY, , Y
r 3�e ' Yq
4 , 3„_ x Y4
-
i4 Maf
'Mdth;fi
4 x 3Y,, , 14
5 :, 3Y + Y4
6 , 4 x %c
6 x 4 x )A
6 v ? x sjs
5x 2Yj,?q
7,<,}i
7x4:%/
8+4 xY,,
814+)2
3Y,:Y ,Yy
D2r3t'Y,
4x 3;2 ,Yy
32,3Yp,1
-
on ps'
,6 ?, 3" S¢ x 3pi • k
4 x 3Y , Yy
7 , :V, x y
5 x 3l x Yq
' , ,L_ > Y4
-
l4' Mae
-
S , j v Y4
6 x 4 : %�
6 , 4 x
7 + a , ).
7 + 4 + }2
-
6 x 4x=4v
7, <x)i
2 e4+
:feel eel
All 11•,im, ,pal
be A35 steel, o,Iente" In ih- ;iro•iq
or,,, on !longer
aq ,+ ,cell.
g All linters shal
"he ar:hlr9
etlo,d It leeet 4 ches beyond -h
notion c•s �s that the -e,qht ni the
end of the open) fg
m Iv Fvo turre,i ,;rr,u,Id in,
openlnn at 4I
degree nrgle
-
'
-bII a Itlon ,s v Ie whon there Is ,Iflcont m,s n, o,It s,,,s
when ro open rigs mterr.p: the arch acllan
4 Ceflecll„n Is "It'd "I I T50C r n 30, wnd^=v^ Is Iess,
of :o, opening to
sorry r load ,oil
above cod
soles •e J,,g,,d
for-..ppa.tmg no^ strmt,ral •;boon,,
ve only
Other c": I, l^.d,
shalt be :orneJ
ey or er struct,ral
r^,-bens intels hall ref b% gttachcd
for ender/deers
U 0
Tnblenbnsed
n `ypco! s c e h Bonder''a
ono,
v fy, ':,rfact this
opi-'or olt-op,
'rn u,IcL.
(`
7 Memo, ;%rll
of ,.fond e then �" pr,st r^=
qqe ,,t tr ,.wont.:,
=g
8 Peterarcr Errlt
•,oustry Asoat on rid IRC R70373
-
rI
cE_. �.-.�I--�,.,.
.-_
Qt
_
d'- - __ __ -
- -Wit..=r O'r1
- _- _ _ I
FR0.2 (.
- DTLG901 I It
Uplift Connection Schedule
Sheathinq Schedule / Shear Connection Schedule
--
1 il, nor Vwt,'
131 Vw, to 148 V,.t -to B
140 V'n to 144 V„t E.p C
145 vot to '63 Vvl, Eta C
At sheethln'
Jos: fe Plate Attc,.'rre••t (Fc_fener Spa, rg!
160 me, Vcsd
r
^
cr
Lrglneered 'Sit-1'mg 0n,mauon
Fr,�ten rig
o,nf=, block rg (Fastener, Spacing [to-do] Ecge F,ela) n Pmta
J•,q'd
i
Option, In, hale :,:- of th•:
101 Vosa to 115 Vvsa Ed, B
' 10 V"' to 115 Vnsa E.p C
116 Vnsn to 130 V,sa fro :I
at panel Anchraoe
(0131"x3" nals or LnT4 clip car Ladder Blacki,gi
_
-
Bagel
T,.r 5;ttum Floe
R,tra, ,
°late.....
e•:en,r
Paft" tat wail)
i3) C 13',"x3" toenails
H25A + (i) 013"'x3" toena is
HC SA + l3) r, 13t"+3" toena is
......................... . ................
......... .......... - ,,, ......
..... .. ..
c re
. Ware :o stud
Through A,,
-
H2 5A (eve•y to rat stud)
CS22 rv/5 Lap ieverY fhird sh,a)
M2 to (every athe, stud',
CS22 w,'8" Lap (every Ih,rn st,$)
7,116 )
Bth�
So, 3 #'........... A
fid. 4#'
3" ;r3'j 16, 2'; T"
,..
2''1,'t 0"{13"
il� '(li
(eve•J
APA Pc dnt n VeAl:al or Hor,n•ntal
,.; a!e ..,ea
a 1 cr 9
T. B
r ,-
;tad to bottom plate
-
H25A f`, of s, c01
H2 FA (Beery oche• ,lade
SJ, 6
b 4
Fsftar to as oi_t
mg i
4 C 1 it"+3' taco mils'
i )
6 l/ 1 tI'',;' s
() fore m'.
(Nj 1-+',:"x 3" fare antis
+Ij •,t• =
Or— to Tape,
"^
in) G 131c T' tore mils
(6I g i'�I"v3' for+ i,a :=
6i 1':°"s T" fu,>
( nn Js
Fes or BI"e Thermo pv P,erm --try, Ve•tiwl
-,- exterior face aid ,y,slH—s.ntalul nr
-hermc pe °x 1, e"rl6ga stories, 31
Yes 5J cooler nor, 83 0-----
GYP` -urn
`
Fu:ln u, brace
°
(3) o ISI"+<' race nails
(3) U 1<I"n5" sate nas
(3) O 'Cn5' n:r> nails
_ _ Wal Beard cn ante -.or race
evomm
,- /4 )wc
I Jr� II strews
5mce tc roc plot, or nte•Inr
-� a
HL SA
hL 5A
12 5A
e
1/_" or I" 0OW Styatog rI5
r0W S[S 2' or i" own 15ge
wa ,.: pereend:cuh:r hrnnv
cfruaural Im,.latec Sheat,mg w:h 1/2'Vuh d or He ¢solo)
Ye stdaples, 3 3
- D
/ /
3 & 30 1
m
(hl 0131s 3" toe ,cis
(•t) 0137+ T' toe rolls
Ise urn Wal Bco en inte•nr the,
isr
Gyp=_urn 5 ,V r µ.s r
I Jr ll c ews, 12 12
Breve to chi rag last/barn
J c
) 0131 x3 'ce nails
+ LSA9 ctmp
+ LCTA9 strap
Double'=tiled
5d cooler cr m,:Ilbaurd iol, 4s
TYFieal cei�r,g last to mal connect
e
en
15) 131' ,i' toe not,
(5) U 131x 5" toe ,ails
N 013'"re toe nods
fe Ctrstin. Wul Board V,di-1 car Honz^ntsl
No E
o• I I/4 drywall sc s, 412/-
Cetl,rg )oast/ream fo too plate
m' i
`�
He SA
i2 SA
d2 eA
SIn91e 3,JeJ
J ' rypsun Wul' Board Ved,cvl or H,nz,.•ntal
4d cooler car wdlboord ,nil;, 44
No 1-1 '4" F
10"; <8'; 96" 5" "rif',-
f motor wad (snopa'fing ' Frr=h1
,r. drywall -1 12
grew>.
-
Taa Plate to stud
-
Portal Fcme- 7/10' Cnenfed
""1 Board (u",B) in f rm. Vol
Y" 8d, 3 3 >ee Debc1 8
See Detml 8 tee Drool 8
- :`hrvuyh suit-t c,a
de ?x12 oea,e
Stud to bottom ,are
—
. iIImF ,ois;7beam td top Isle J
nfenor
H25A
He 5A
;Z) H25A
last to Plate Aft,, ,of ;Fastener "pac rig?
a c nrterior wal (sagpcit!ng :braces)
Frevi-pl,, Wn11 Panel `,%enth,,g
(Bear
Bo`h- finds
Fbrklnq rh.jd of O:-nrig
r� t n.l„Je ung of the rollown
p bons g
- Plate to state
_
H25A
12 5A
',2) H,' SA
rig Me'rad Orienlnton
or, IPC Season 602 10 3)
a,eharnge at
so 'h' edges (I nsferer, Cpn:,ng [:n ac.] Ecge Felcl Fa Mit)r
013I",3" nail; LPT4 cl p,'Lcdder Blacking)
- Through saa-f o,.r
_
—
C`. 2 w(8" Lap
T�22 w/5' Lop
C,_,. w '8" lap o =SC
Top ','let, Bettrer Plate
'
- Stud to bottom plate
N
-
H: SA
(2) H2 SA
(2) HC SA
horn nal I" by 1" %anhuvws ulagonnl
- Bsttom glob: to `dcndsbo-
w
noes le' in to the to end °„ „tarn
P
?-5d !J '; 2' x 01',1 ') ontoo
(2) Milli 't v /2
(u) Hdf, '!-Cr 12
(c) tat c ^.P /2
.Intel soil the nterie^,n s'..ds or a d <_ 60° & > 43 frr
g 'ge
m d p
cn
'!d z'6go w c ,toe es (1 3�4' : F
i4d'/45' 6"/48'"/-
cppmvec the mr—t-�
7/'8'g ,r width)
-
r : ng 1e„t/beam to !op plat, of
interior ,�
1�) H7.SA
f3) HI 5A
;31 HI 5A
metal st•aa devices
,ban s id
—--
sod =x,.ncr well (supdo•hng `+ braces)
[Method 1)
Plate fc -foil
(.) h), 5A
(3) h25A
;I) H%SA
1,'I6" Oriented Sfri— Board
ne
- Throi;gh sac-t nor
._ w
M2 {8° mi,
C^'6 /'2' Lap
.,
ME, /"" Le
._ p or FSC
w',4)
of
iOCE� APA Rated S•,eathn9 Vetticcl
To, Bd, 612 F
6^�43"/45" 6"/id';-
c•^
Smd to bottom a: °.
(^) TA,5A
(I)w 025A
H25A
CMethta 3)
- 9nttnr, rJafe to `.tn^cmlor
..... ..
.........
1/7 e• 2bi �'' fit strut rural
I /?" gclvamzed ranting nat.
�4) H:la h-Cr 72
(7) Whi XC% 72
(7) H,': Y'.P 72
d s^et
fibre bom to nq
_
Ad common t' 1
51/2r
"0t
t 1, 2" Fbe - or 1,2 Vu etBrace Vertical or Hc¢ental
rercL
Ye_ es,stun[ steglas (1 F
oa c o, r
^; 49'/43"' h'/48"/-
i Hit tr P 72 n' o equ vnlent
shall ^c in all -,bit teroion rate,ty of Ib5
ps Shots sImll or sp,,,! fr 2-3/-
O,L wifh t,e art manor, , speced
rPo le)
(Method
Lmry,r-m 7/I6"9 oawr mid
2" from sn;d dr post ; is Irtt
arms, of sd ohs scaally
of both s s of thus „r past
w .ram Fnss,h!e, Shots •idled rnr
�n n�= recce sh„II no v nddlti.,n to
41
3C.
oche• or called tot In than,
,cno.acr
rot.:,, schecules,
tables, at dc:a�, st In the structural
drew,ms.
-_
a CS�7 w/F^ Inp •nay he ,uh.,Muted
for I;.TAg era ?)rS?7
w/ F" Ind r,.ny ae ;ubshtat�d
`, C`;16 w/ 11" top,
r -' 'ya"Jm Wall Board
d e' or ww s 77
3 of, to Dr:nl 1'. romroehon rotes
`or mjnne,t,,r sul,,t
When, et 45 draree 1131, pnnrct,n,
it to or App',rabonl Vertical or Horizontal
;ct wed 7.. ' F
p)d
c ,
n'; 4d'/as"-
tMethad 5)
.bxm
Cv:,susn 5 thr,q
(Fxfenar'Pr I_a
uan) Venc�cl
1-1�4 type w car "crews
Y+, ''� t
6"; d8"/45' 6"/4c'/
-
Uplift Connections
at Openinqs Schedule
(Mathed 5)
77
01"3 Bea or Pl..e Thctma-Iy
an exten,r face and 1/_' Cypsum
"harm_ -ply "x'-1/U'r lbgo staples, 3 3
Connection Type
Fardwora Opt�on 1
-:OrdwCre Gpton 2
Hardware nation 3
H,I•d—, Opt;a-, F
W,f, A�:trd n n `nr� Ve•ti:al or [left zcntol
Y" `-yF,-: On :n,,1e, r Is 83 f
"; 4a'/48' r 4_'
_
for -1nt, to Jack Stud(sl
(._ , lop
8
,...,, wj 8' Ind
( IN,, w/I'o into
CS15 w/14• Lop
(:CC apprveo arescriphve
alter^a+e material)
! I,'<" drvwrll strew, 12 I2
T^rough Subflc,r
CS22 w/tt' Lap
C;_'2 w/8" Lad
i CS18 w/12' Lao
CS16 w/W Lee
'tars to ;I :� xk . ;1, 1 I P,.
H2 SA
;' H2 5A
()
13 H� SA
)
< H2 SA
()
I >
/." or 1" DCW Stvefoar^ ::IS
JUW ' [" "' 7' wr v 15ga
-
SII Fln•h to Fcun:nano
(2) hl:, Y CP 72
(4) Hih x C' 72
(6) X CP 72
3/8'd THD w/2x2.a truck washes"
;fruetu•as Ir—lar,: chea,,.nq with '/'2"
r
> - or o
' op'es, 13
WnQ Speed
04en„q W.Iih
Opeinnq WIJ'.h
Opening W,dih
"'i'
Cperug W,dfh
W
Gvacum Wail Brotd :,n int>•or rare VPOie,l or Hcnzentsl
(;CC
Yes F
'Gypsum 5d cooler na ls. 71
6''j48 j 3 _
4 " -
<_i',0 nip^. V,at' 3
-
-
-
acprvear prescriptive
alter -ore .cslad)
/-'• drywall sc ews, 12 I_'
_-
1u0 mph V,," C
hit 9ft
at, - IhtBr,,-d
wal acnhall br t ,minimum a` 4?, "de, "'Ilo'
to• Vkhcd I whl"In shol hm e o ,an. moors d,hij—d h,a,, tl,,, t1t rd hot'an
Fles e d Met;,o,l r 1. i '
!3`. ,'oh V,,,/ B
7ft - I3f`
'aft - Into
-
-
be[,a
1O5 moo V,>d C
5ft Tit
> ?t` Iof,
1ff• - r3ft
-
2 ToraD,mL IBA and 20A any; i, ademen to toe-ra s add A35 rM 24" OC to, Crania,, A As an altermfe for Cori 3 ne is •nay be
spiced at 3" 0C wlfr - -= C -
1:0 rr;,h Uult/ e
61t - 11't
> '1it - 2'tt
'° 2'f; - 3'it
-
3 For nterior -I s, the edge field naiV
,ng re •ements in this
sched_les must be co pored to the general edge t,eid nasl,rg t,qu re meats n the
Sheu;^ing and Cla,di _ -._, - C_IT I-
110 nip, Vosa C
aft 7ft
-
> /f' 14it
> ISf; - 'f:
> 11`1 � ;R!t
FP ?. Ire rn.>I strl,.t ,e..irer•'e^ y tsbill enter,
pa,
144 mph V,t% B
Sit - 9tt
> 9f' IBit
> 18C 27ft
.}, table env wall role, shin br faslenrd wi., ..e roue rcs':
,bve e•;ye: Bic ailing ;ter the teak w the Shrathrq a•d �;ladd rig At{a,hmenl
Sill Plate Anaharage Schedule
S .n Beale er Sheet fH-
_
-
1I5 r^ph V„" C
aft- elf
> bit - It!t
> t2f; - IPit
IAnt - 25tt
1 hil mph V„It,B
aft - Bit
81' - toff
i6f; - 2a'tf
> 24`f 3_ft
Non-1tine
wall
w d
i:'C bath too, C
Oft - Sit
> 51t - 71t1
> 11`t - 17R
> 17't - ^3rt
S�>m We l
119 mph V„I./ 130 mph Vw/' IT5 rnph Vat, '41, mph Ant 14f nip•
V,t/ 190 mp^ V„t/ i60 rage V,,,,' 158 mph V,,;/
�•
I60 mph V;tr B
41t 7ft
it! - Ifit
tsf: - 7'ff
2I1I 2Pft
A,.hn•age Cpa„ns A B C D E
F 90 mph Vasa "I mch Vasa 105 rah Vnsa 110 mph Vnsd 115 mph
Vasc 1C0 mph Vnst 125 mph Vosa ItO -,pin I—
125 -ph Vosa C
Ott - 4ft
'. aft - 1Of!
. I0` t 1`if
15-t - 21 it
B C 3 C' P C 3 C E
G 5 C B L B C
9
163 mph 'J_,t; H
aft 57t
- 5f` surf
f - !9ff
? 19`t 2F.Et
y„ P anchor ba'is s 'S" 34" 72' 46" 72"
72" 72 '2' 72 68' 72' 6r" '£ 56 70
5C' bV' <8" 58" 4d' S4' 40'
o
ICn mid, Vosa C
oats -Aft
> 4ft - ""
10
> `t 1`if
15`t - 20ft
NA'A cnsho•s ' 15' 18 3L' !
.,_' 7"' 72%%' 72 55 72" 50 oti" 4d' bti'
4l .. 38° 48" 3t' 44 3G'
ih 't-Cp 72 "';het,;' yu.v :ter:
' car h
s hul awe rnr
ILtwc0lh fe,swn ,. 1
,Pull v o' 16`.' Its
S .s shn'd be ,rated at 2-3/4"
w.
,),: to Ih, tn,l fe r >p—d
`eddr:en
H,'0 x-CP 7Ye, ten„, w:ll> "1 5^ 7" 48" 1fl' 48'
48" ... .__ ... .... ... .... ... ...
—
.... ... _._ .... ... .... ...
_ _
- -
_ It f^tclro's
"' from stud or post 'p,
r,mbtr of . equal
on bo:` ,toes of sC d a• w ., ble Shots col'ed for
y post here tore, i',
this be II be in tc
e no
II,n X i;P 7_' (,nferor wells) 4' 5" 12' Iy'_
— — — —
�dIrmsrn
— — —
offer amn,age eul'ed to, In ofhrr
nores, schedules,
:ebles, or details In :he :.tr-uril
draw,ngs,
_
I Peter to tl.rfe 5 n fear, on 45 o' the General Not, rn Shee'
F 0' for anchor bolt gar=
re meats.
so,I't ,p nechon
ua ` � :rgble•:
t at ro er d 1 refer
n e pa los
on eo Pero Post J tt
p',
Cn ne<aon Tab r.
2 or eGurvad ,ball hove a alowa
72 "s[I,
ills ;hear volug of 25C bs 3ey:n ,the, `esteners ^_" [ram e�c .buds of shed,
wo
bn
3 Jl tt co nectiai:s per Table eb:.ve
act ayu,•cd to• FeaJzrs
Ir.partal fic^ie- Por:a t•cma
dntml •cgi.irnrre^.ts resolve ,.plNt
'orros
Interior t
for s
3 Interior shear walls car maJ to hove >o actuate)
I
sail ancha•oge :f 1/: "+ ,Its cr ether emoedJed co w;l ice vseJ, gather
nreyu
doe tt buiiJer p: =`.etence or oval cote, ..,e
_
4 Jp,ft ct ^>chons Y .. '.op pine
down to deadar(t^rough
rnrp;a crud,) ran be per the orris[' rornert,o^ schedule
Lu,IJhr shell v :a,t :, y of ace uvr to ,• ,Wale Plarernen:
"shots'
Ihls is sari it, er eray:e °o rail en,;,edn,e^i
ae:ttli e' alle•r at, era ,,ruges
^
5 ;.CS?) w/ 8: Wp may be sucsbtabs, ror C_1b rv/
1 r' lop.
<, If If, + -lP '_ at r,t,, r v walls ai t q, red in
idd,t'on to ir= M anrh,% balls or MA''A sprchled tar "r on -sheer wa I" nstolle
.or,
-
, t2)2:2t1/8 washers •nay to used as car ato,acf,
5, `,rl pare cnchnrage shnl be 'he m tri ve of the sapient, ;hear wal a�d non shear wqure star rements,
n f•e;—, ",hilts'
FR0.3 '
6 For sal Fiatec an,hd•ed wph HASP (2) HIN 6 Cis 72
snot be paned `car earn 4' 0' Graced ,If penal sF,,f,,d an the Iran-
it
- DTLG901 1 It
See plans ster tie d' wn -S e p'nns far=heothing mater'"I
'I-Ijid s w�`. f1? �4 wn 1\G^erih ng shnl be c,:nfm:.ous
(h,np s•• ,, a collie length o: shear
sh'sll bP '.e=ured t.^, ;tud'pac. per
"er u•artu'er; spec cation: ----\ �11\
__V ----
I Gyp
S troth ng
Ts cow , r be
<'nrfclledn ov r Shen:n ng
/ thl'y ten ile
J
— i
r / i
8c or n
Maas
31 x 3•'
1 --
-
_
Is fcr sFe r both mre'ters.----------i
sr Ired t
ef•p nos cr pa•:e`s e• euo
=h„
L
re
r Onry one Ue Jown Is •rq.wred for both
r
]ntenor
Gyp.
met stuh �/• Jire Isis S J^toils 5 anJ 6 Tie dawn maV
bw nstclled cc shea:hing.
Shrath'e'1
Jown s+ia': be nstclled to cvnld post-te^sins str ends ,f no
post :casino stro-de are eca:e] nesr strap Iambs', 1 #4 x 70
bar shag be nstalle] per man>facture•'.s specs
1 Tle Strap Shear Wall Anchor
Continuity Blocking for
nB
Interior Shear Wall
ptr1, ter =rrn:rrUg
11 ',.{ n,ote•wl >heafGl s9 sh l Se
✓ tarti•'w�s oc entire
J(}n length It ,heurswulIt-
ry° y
e clan'. `or
SI'npson tit S�hT
-ie dawn shsl oe se ed �''•� °V
to ^.tad -ate•„ !e.=� p.an. �; -I'ji ne 3dt emp?dr,ent
da.tle stud pock m n 1 °y Dow^ Gh,. inches;
'�pzr�t rnnpne /�onu and e;,n.v rant rl�a s/e.. 7
-w�p)slits"reedlraa •trts.y-Is/s"I
pson
Jcea
ra'bilenf ep<r o1, down
e.
See a nnc 'o• -b Intent
"fit, of ' e downs re+ show^
2 Bolted Tie Down Shear Wall Anchor
Tnnsion hes mcv be
.tolled i% r P-Innq,
--______.1
`I rNr.11
eGuired ct Sutfloor-
-J>e drubm TTTYYY"'
I\
r
" \TIe loccbon, _
— } i Sce in
nrlcr rslor Tlc :+
strro (51 pson MSTC:b \
rnani brturers Instru:sms-- ,J
OA Typical Shear Wall Strapping Detail
3 Shear Wall Strapping Detail
(ST{D I Alternate ^.e dawn I...Een
T= dowro u• s'•ac p=r tan e �(t Tr to dwwn shown `a
d�wr >, wr for lustrs+ve p,rp,—s), r
\ astral .a p-rpcsc>
t Dube slut na lIJ
tr,g=`rar wr o I31• x 3 er wall mry be
n,,ls It 31 01. stu•dye,ed,\ `� ��lierrnn,n,f
t; J
Alternate fie down may be� `-_doll end sfl,d of n
provided th�r= is
piked it trls Is nt 'F ICMenec ;heo* 'wall ,ntr dwhle Del",
.,c.tiJn of conrrc cnl'ed / _' w/ 0131" > 3" n�aJs at
isr n fcurdat on alas — 3' G siocg=red,
� Interior/Exterior Shear
l5l Wall w/Shared Holdown
These detni s may be need st a ehved he down ..It on.
—U , orr," tar mntmup -
�' -ruchlrel shcatf'Ing +f rough
ful length of wail.
^eaihrg thicknss --
Pe•oerci: ulcr Wcll
�" / pa* archlt?cturols
Acdltlsrcl '+ads
g fcr
,
sFacing� as ,nqp
T
�I
O"1 Continuous Shear Wall
4 Sheathln at Perpendicular Wall
S e pu for Tension Te
step (nn-P3,ll MSTr(16
mhe.) halal' par
c ufncturers irucf .,n>
)>rson ies I- be
nstalled e• sheath ray
6:
s'se Ja.ble�
_,_J tad. rat
-- 1 ? �Te
nB Alternate Offset Shear Wall Strapping Detail
Te down o• =:rap per plan - Aternnte to acwn :canyon
(�--D he dove :hown 'o, (•1 r :e down shown fcr
Il usfretive purposes) -�� Ill:.s:rative pu•poses}
hail 5" memt�t of -_
p>rad = pea. to •�etner --
s,a,gered .= �
Shear wall enc stud +/
w/0 111" i' n's It p\-Adsin—' scud added cs
r ggcred lots enc r� y n.ler .or vtenur, gya beard
studs ^f Idloi^IIs shear s
al_
Shear Walls w/Shared
�HOldawn at Garnerat Corner
oat
Sae plan Far Bens
'Tr55
cp 15 pep. M63
B.nt st•sp
,1
_ v�.r: cal b�oc:.ing in hest ill c^IIIrg
=Dist
kc,-b
,-ad we beam, °.+?
scat n' 4W nc Fas:en Gyp. bcsrd
rn tt,r�„ ntr t.r
•o n,U— of bloc, ng at ,:c
2r4 tron9b<knued •It> vert<ol
hlnrkinq w;o 131x3' 's _t 5'oc N,:il �
1r the plate iratensnaft
real.•eJ)
,_A,
.7
=+renybetu ,Its re,, �e ing lei<t \
:31 ~
sheer wo �° ^,:and
_t rv<furel shea:bnq to
mi(2jJ .3 nails
of gable end wc11
Attach -kp ble�A :o
`tad "/(4)G
tw en �e,lhn—,
t blocky be e
Deuo u
'Int
'm>.
tut heib sluts locatetl at relcn: cf
int
=ecu•ed
to tcl black)^g
cr ling he✓and 3cr. shal be fa
dp,blehn—
or double p:u'.e
studs w/(4)0 131",S fee-n�;ds each. er:J A,
w; A}5 r;p
In olterr ate, wall may be spliced with coub'e
plate located of height of flat ced Ig beyond-j
nC Alternate Wall Strapping to Beam Detail `/ / Gable End Framing
Nate fits drat •ej,rea for wind speeds greater 1-ran 100mph
nary 11, y;11e end "Ills Inngrt than 7Iff r I -,r^ph BPC
wend areas, reter to plc, t,r bear ray •eq.Ir n e•Ih,.
T _
W-1"0"
FR0.4 4
- DTLG901 I
WI,i P',,,l Find, If relied eu, u, rn,,il,
—din s—I I, he,del wiIh
E,,e,t of heed., (Ne c—ed r,el 3eqn-ene)
8d "r ..... ... It In5' and
'
Par r,r whose
ri r—e
tte,, 3 he., Intl 1in
E,,,-i It b,,,Id nit s11—111 4 1 rutinshut
1 11 'd
11' filill", (woos,1 t,P
as spe�f.ee
on ehedr:,1:
SD, n ass
431'
tlidn
In ♦See ldv ny pit, f,, h1u,,r Jfl
Jffi,Ilril �hfqwqP11 I
I r
d rrrl I
Pdti a d
17 -
'fee Ffthi,, UD Traderth 81 —nn I
is 5" Inni p,trFrn r �,l r
I h MilBrocn; eaneid l
I, I 'rng (rAilde I n, I,,,*n id, r
7, '67 GSB Ih , jin q
in studs, e'd',
ih UPI 2, sbl V, ON
mu- Bd
pr,,i, 2 111— 21nd
c—l-ri nilf, 111 0 C
pe,ei I, rr, n needed A eh,i er—,
- Mir IN
I thin 2C -t
' I -id Itie) d,,nfj
2 Pace,
d r,, 1, Oder, 9 in us,j, �re u if -
- -11
-It I j,d �otether wift
If led ,, It
,I In the
I'll or AP4 Rdt"l '�rh,g
where he,, 11 1111,
It,,
in In,
Fr"
I-IIm
n't -,p
mi ` to, -e story str,mre,
24 el,n two efer, strllllnll
(_Anlh,,, Pe,t5l fromrd' sqt
,!,,,,) - J.,w,,, w.7r ifli,inum
,,t f,", anchors shag h,,e-,l
7--r
[If 1l,lift 110
y d,d
"re t7
fil—
eer
dt eper
`Vcaf
!,ImI, Imenif, Det711
�_Eledi MITI
Ed,•t I 'ead,l (-,,o r,rrI, li—ed woil segu,ert5)
Ent— if I,ider LQn, nInnew torqued 11 sed
qu vs e^t eater :,Ifr pli-de
111 1 trP
F_
,dt.p plef, to l,Gd,l
If 16d
Mn Lbl ?,- stud Pul k -
Mn Cb 2,_ stud
Pe'ld 2 PI "Is Mir, lbl 2— Illd
2 11
Z—S,e Fvpi,-,l :drne, NIrriluu; De'll
z _rl) I"Z, fin 1" talk
'Ith 1 n,n eME'drind"
rz In ri pelt
,ah 1" mu. edb,,b1,t
(8Narrow Wall Bracinq (Portal Frame)I d" 'vo ,,,t Ill, Fi,,r,,F Pr—rifl,n �rl IP-fild 11`111
)i,ie e,hO Is per ',10,1 � F11, )1)12 of � ii", i", V",,i ham_
4ht elu,� If
h,,d,r
ght
Hen, ned
ind rcls is 4 0 C
pant Typ
tl�a edge In' 12 'C in thefell When
ere Cq, red, p—, I
nu— dr, kIrlq rlllld 1)
�rfin DbI
Mn C 11. 2,
----
Iud
----- -
F
7,1 16 03P -I'd wu' 5n 1,113 5' CC
Narrow Wall Bracing
(Portal Frame) Over Window Openinq
In i t, provide "Pe
to Ile
ihe
"Illf
be m,ntclnod 1 in r
"r It' Orr
for 21
I I dr, nn, III 15tu�[Idred , —
In
m,r —f—I
Se: fr�irl f,1 shenthing P1,19 Ve N
be
111... d1f,11 ell"
Ilei end eoc,ed h.l
,hdll 1— 1,1 420C I
,Pht' raP-,'fy ""u", In it
ef-6 P"
dbllfr ell...
(she.,) I, deq-1) Z
Ur II end 111, 1111 I'Ini
uIlInj -I wIth irin—br,
S-T dp,ry I, q—teril
, " 61iInbl"1�11t,
Alternate ri led nd Epoxied Tie Down
Installation for Narrow Wall Bracin
(D'eid, 8 and 9)
ii ®r-
P"'
,q� ,rInt el 14111
Prd-1
E,Frid (16 q
- -----
,ram-
e, ill eg h
_1eyu
-4,
Ipest open
u
7111 i,
S,ni (SI6
volr
FS111
b.C, er, pien,
'fine d� -,I, 5n,"i I'll,
j T IF I
lut per I In
(laoShearwall Segment w/Force Transfer Around Opening
:L: I I I SAIL X Riflilil :!f]
i
PA'-1 0-
FRO.5
DTLG901 I
1- STRFIND
At:ccn cei mg a t/aecm
.c tap plate pe, Uplft
!� Cennechan Sc•edule�
Attach re cr }a r
l Jost
' \ son data
-Attac^ truce fc ru�t�r
Cpn`t Canrertion Sc',dule
Alf, In
purl n to h•ac¢
LFldt Cenr action Scheculp -/s/
�mz/ �-AY,och hrm:e to can^g
"�ch�n Far UGeft
's9JJ,
~1 fach brace 11, fop ratPp / m .
d
t, n Far
t ,than ce Fe�hn,
Plate fe studd connect an- At.acn ceiling gist; beam
per Upl: t , re,han Sc e we ,o lap pare per Vp6`t
y con- necdcn Scnedule
.-Strop through s.,bllio
Far ! „ri r
�,ar:nec: a'n srn¢dar 1N
I
! --Siui to baftom plate
aetro ^ newer h,a,) per Pi'rtr c n ¢eon, >:hed.le
-�-dctt,m olate In
' mi-ndn on cen•ection per
s
Atfnh rc raft,
I'� 2,4 block
131'
131"+3" nags
/ ntenmed,ete mf.zr
�b,twe,^ tropes
Attuc•, p..rltc black
w/6?n'fl"n,Ii' m 1J
Intermediate Rafter
to Partin Connection
COUN:CTIOfI G TES
.�� Whan (_'),riari ale 'a"
a" `sinned i^.to singe ply member or
Nh,, stud, hill, e•:. sho i ce manedsneon hppa,, a ', side, nt the P!eeesid,
2 When m , rna'. (2)m,,:hnn cal `a r ,+ailed on thz sera
aI the pate, Imy s^al be s:clletl Ie a ""I' _x
3 AI rvpi. al Fentar open ngs cr at beams s,.as, r' ng ante• ar veal s as,,,
-pr to :ne Upltt ,none- r,ns .:t Openings Schedule.
4 An L-12 0• M`S12 hwst strrp -, b, ,,c n dare o` nn 1+2 sA cr
LSTA`-, ut .:o^Jitim whore cu n tirg elements are at a <5 Jng,ee cng,a
I -E•uce shall b, cc nshucteJ w/ l I, tastered f;geh,ar
wy'013"'+, ro is at IY'a„
11 Typical Roof Framing and Bracing Details
� 1
e'^ap-ing rafter= at -'
,'� qes oral hps with CS?
w8" lap n' spacing per
table.
A fiv s', 2, collar "e so,r,Jand
f tened per table I—shall a
,
n,,mi,d in upper)3 of the attc v Al
13 Ridge Strap or Collar Tie Detail
'Nina _Feed
_trap/Collor Tie ,t0 13"r3 Ears oe
and Dr.
spar na "allot ne '.,rn„hun
<_: ;0 rapt v,it/ 6
48" C C 3
100 mpl, Vc,A C
;.:, 0C 1
140 mph V„Ind 6
48" cr a
144 mph 4wt,' 6
48" : C 4
115 manVn;d
_," C t
IN mph V,/ E
_ CC -
'!1 rn.d' Vasa C
21, 0'_ 6
160 mph Vulrh
'e "'' .,
'25 mph Vv,d ,.
2t r r 8
168 mph Vvlt/ E
21' 5
-A -ph Ve;d Cl
<<,• 0': 8
At I30 mph ,a,
C ring, e'rop boll b, upgmd,r to
C520 w, 10" Iep.
i Blacking requited —, rafters ,r ceiling ,oi.ts
have J pth to thie'.,ress rvdo are,ter " m 1 I.
For w,,,d seeds yr-er than IUC F, tla" ng
/ trod a: bre:ec veal pa^es ar sher,
t1 walls where rated e,l lans 3lacki,g need no
/ be Nr-death, but ,nr, liverare then ?
/ as at reef aheath,n9, e+cep: u' 2,6 ra'te•s
2,4 oaf dock may be used.
{ I
i'
Ratters and ,east ,r all be face
nalea anc bath shall be
cried to tap plate per
^,
c'.i,r, tan .¢fnn S.hedn .
Raney to ante cornerho•, per
'lprt Cur,nectia. ..',dine
(K 5A =_haven)
Ilafe :o stud zc "'cn per
raldt sohedrl, (H snowy.).
14 Roof Rafter at Exterior Wall
_C716 w/'4' Iep or
w
12 d, U w/ 4' '¢p each
pad. a Id o an pion `
\ mg I '+ bm:on both
evbeam e\ Lao I ( ;ides cf ¢I,vr„ed
(neeg"
e plot for size)�t klistnnc 6 beam;t eneh end
-Cell ci t Ilzl J
', Cs'R 2 I+" lap or
A to =Wvnfed t.Pnm :le"o'ed beam 1 I/C"� ��'` '-it?(S,^^,? w/ r' WF ua,h
`/J�.�/ (see peen for sizu) Min Gleam '. ,na, U N 0 an plan
s/T-_
P2x` / - cn'Jlc9 crafm-?•µrle yt, c
lovatedcard a ) Gay p,l,vut,a '" eel le ct d aecm _
_ 1 o a l
_-, j !_Tapia stud as k -�-- r„( necJ,vns per Ucnit
CS 16 w/It" Inp ar _I l w el,vuhad learn - ., necfr,ns `c ,eyle
each w/ R.. lap A A _ ...
��, each end, u+le. � Section B B
\AJ Parallel to Ceilinq Joists lB/ Perpendicular to Ceilina Joists
12 Alternate Roof Framinq and Brocinq Details (Elevated Beam)
Jse Alternate Rcef Fru,nry a,d Emc,ng whale purls•, tra�� catinst each :aad henri q wal:
arm no defl,,U,n s desrad in ,piing ha^ung or when zpecihcal Ey zaled out an p,ona
ia: re 20 rafter ;,e :a d ran L
Softer - o st J Iced benµ (g n2lls with
6-IJd c•
t.`e ctlle'Uul r, sts Jr
6 n 0= re u e • IengtF as
very- uO no'IeJ C. eunh _
6- rro't�' w:h Jaist 'fn 2 "cd na
d cr men 'x
/ J J
t
10d ;rls 9 5
Gyp board C, ling m conne:t 1115 on d
,4 Lrs,
or stad wall
6 Alternate
202 Brace to load 2,4 1 ,king all wean c, hrg Gisf,
hearing al top Or lu all, sp:n of Px I: b, arm -
1,;d ra ., each end, B_ec2ra bleckre caning 3
p e.,re - Od m ,GI, sts w z aeaj
end, anc to ?r ni All 2 d L c w
�_ < with 4 led r
\ hen e,t,.,nr a
le grn exc,zds
Its 1^1 /4" f. . \ piing 10 1, N
% neffer n
u
1/2" x lN e6go ntel Tic j / �'e
S:rcp ®ev ry othertc cell ng lJ•ns,_
asA, dJk>, ved so-engr: +t+.{:kEkilE
}pn�d fc r tier., end f T +Ia,l Ce,n„g Jo,st :a
_'.12 treci-g w/ 5 ICd L12 trace w,tn 10a-) '
nei. ,staggcrea) pooh " - gods tW 2-U" OC. n\[-GYP
¢•noel it"sh w,th pattern ,' C�lu,e
E,:erio, 3tua Wall ` ui is, sp, rnna Llhe,, „cJ mi,l --'
.,Is re can.icular to extzn•,- s-u- ,o,:l
A T ical
15 Typical Rafter Tie Detail
1X
per p;nJeisi
beam
facena
anfte'
or teem pa• plcre, race,>Joist a• >e, glare,
led tc the raker p¢r the /� /., nei:ec to the raker per the
ph inSchedule- Mu'tr: I, ' ' Noll ng S: h¢du'e Mulhp, Fl,aa
plies' ."
shall be faste-ed together---, //•: seal'
Jam.S1"
be fastened fajPflh, --� �
m Ihru bolts
-Top I`,etp-Tap
place
/ 2n:Id r,lppl¢ rollers as
PrJ'I &W far f,,!' beanng far
`.�"/� rr-And cr,oPl¢ toners „s
, / / reyul,ed f,ur full ., a 5
In s- nre •loll '•i rafter
tsF
and too null ;a }np pin'.e.
'^'rllrs an ,ddi'ic.ncl
/ fall-he,guf rnfier.
nA Typical
16 Rafter to Joist Connection at Sloped Ceilinqs
n 6l Alternate
W-10'
FR0.6
- DTLC901 1 It
tr
C ling I I d e,l'h' "."t"hi lk',2, entice
'a sis gionfoi than 5 1 Slacking IcI at sh- (,hp,tUi,g must 'T
'or, in 3' .,a, �Dl� 11-s all- en, hear
on
ne lir�, hoPuld for W'll 'Frd; �.p pl bl;lb)
astenr:to -Ah, :hAdUl, t,r ,,Teter mg.
him bi IItoIhmsnt may be
United when h,,Ug is
fi,3 ... Us, the sob fear
I, Fj Uall r,,,M) or
U depth bi,-king
Q.C�®rinq Joists at Interior Wall
=
Misr, Ali i, Null
(") " 1 F'r it, IF'U"q"
0 131"43' ss-'-"'�U"'n,'
an ne Is nt.
,In 2, lend, bl- intl mr,
each 2 1 is
PLUOU red .'ll I I
U 'a' "I ."I or
or on :
(side I,, side)
Isde, I I,ki,q
nB Alternate
sabred do, Sid
C.Dri—fia, S"'I'd
"g Piet, par P
F.t ... a Pro braced - I
In Shear Coir- wall s11 per
inos'Schedule
-
An Typical
n18 Ceilinq Joists at Interior Shear/Braced Wall Panel
only
req,,r,d at graced 11 P-le and shear wells
" F,,
through -1,? , ar a dd,,
block -i'll i'm "I" of Fl,a
T,
LIT4 alp It. eI,h bl.,s• 2- I -in, by side)
hU'iz I'l " life, hl"w"i
Sheathersper pI . . . . ....... spa,yJ a,, ',,,ePth,r,q Schedule
Alternate
Floor sl-zrht,g
-FP,ta,,,s along s^,Ur well
per Sh,Pthi,g S&aILle
!DrstE Per Plan
m-thi,q per dl,F,
An Typical
R19 Floor Joists at Interior Shear/Braced Wall Panel
List, parallel to shear e]:
U) Alternate Sheathing Connection
Rafe, I. She -mg Schedule Fen A, -door .;alas
Epd,q oalw nm Merl
and plates ..... cal I,
m �'e'f" m U_h nut r-ii, as
th-gh the sob fear)
AT
—7
rm afd fa wu 11
m "1
beef h b Usy'a I
between F 'er
nB Alternate LTP4 Connection
Is, 'no � half, I I:1 Face- In
s,ea
A3 -I I I P an
?,f, in mail ng I lhPdi, fy,
r
l r a Ii... rim bohaled and -�h,. C"n petefiU,
plates chopbelow 31,ath,g ... d n,
through the si,h tl,,)
m ran traced 'I Pon,[, o'd/or "U' - - - - - - A—
1 roott,, the ',h,,q,,iP C' -1dele N_
for ralbg r-irenerry, bet.so, ban 71
been, 11,11 Py.'y cU and bo-
bad t town) a
IF full depth Uli
m, EI , li,I for U I- between
I
n
An tabarthi,j below. jbj Its.
Tvoical Nailed Connection
n2O Floor Joist at Bel Wall
Ja I, Perpend so of to Via I
1h1,11 1,1111, a I, Is,, , IF ...... I that enfinnen, , Los a .. I stall
r, 1 " Unit ar", U a mr
he i to in me till reeling
At he orior ,,,n is ;,mile,, that 11 1
I loop, the
,, Win- flev �y, a parcel ; ',
-
the I
the wall, ND -king shall be instal.ec per Detail r'
V`Uf1f F I I
pla Flog enel ali!:::
tin
S,
(ZlUlockinq at Plumbing - Penetration
------
It-- 11- 1IrUl1,I to Well
1 1, shelf wa is IF in wall
braced wall le -I
seek rg a-, S-thing ',Fm,1,/-h,.i G-enfl., F,F,dLlI
B lasar,�lhb
Per
enlvaous
.trzpi, per Covered t oar CD""d
ph'P.af UP[ift pph. Past pilot
.rmn,,ti
ome: Post -'enter Pe,f
nA Beam to Corner Post nB Beam to Center Post
Q2_ Covered Patio Beam to Post Connection --------------------------
tla't,.: his ,rrnbcti,r� may Pe III, Ihir, "ni, ,relt,, be
I ;,d sees. .,IGO mph wend 1palds >10J m[b
Past A- F;st
art IS, 'P""dj
4 t Leung b,,k
!31 '5' T.bl,, told,
r,;r,ny to ([:P3441 1n). Anbhb,
r,IF,l d,IU,q dl,�,k ,,,It may be t I pkI:e
ar 'net
meta [at ./,P,.,
ill
nA Toenailed Connection nB Post Base Connection
23 Covered Patio Post to Foundation Connection
Covered rofia P,,t Jdjr ,rn,ct;ln Table
,10i b(') �12�f �15ft ai,nn,('!
'a-, Fe, Cont,, Net , s"s, Not `.-nt,, P., U, P., Center P.,l
Fy Is 'Unn 7" p-, S)TI,,U is C22 w/6:' I a., (5)TIand U, CS22 �/6' to, �yF2 ,,W rate CSS2 /6' in,
In mph V,,,,' Per, to Fo ... &i.- (BIT .. U is -PB44T FB)Tn,nU Is VPB,r_T E'B441 =PB<=
9 0 mph Vasa C room 1, Post �S22 , 6' _.p CS22 ./in' Lee 'S'2 ./�' -,p CS21 /b" Lee CS2' �,'C Up CS22 ,,Ib' Lap
Far. M I LP344T tFF B441 EP344T I I'Ba,41r E-644F _try-
F"m 7� �5�2 �16 rep CS22 �,,6' L. C,27 �/C �.p CS22 �/6' L. GS22 ,'5 -Up CS22 ,'6" than
3U h Vlr,l Pus: In Fe-i (S)Tae,U Is FFB=Urr EP344T EAB,EIB44T --F9y--
1110 mp, Vo' Beam 1, Per. 6" ':Up A',") ."in, lay I IF Fle'I F Up ,/7' 1,
IF- to F."rea- Ep3t'41 ' EP[3441 EP�EP344Ttpri"? E%W _P8i4_
1 1, Ph, CK2 1/1 LIP 1122 w/C' Le, CS22 .1C -.p C1122 16' LaoCSS2 w/V -,p CS22 ,6" Lap
140 ph Vrl,/ P: to Fn,re,fi, EP344T EFB44T EP344T EFTI E%4FT =lpq
10 ".1, V', I Seem j" [i CW1 w,'b' j in CF?2 I K' I U f S,7 w/s' Up CS22 lam 'SF Up IL?2 '/d" I
P I. F ... send- EP344T [P64hi EPiR44T EPB.',' 14644T ABU44
St.,, to In, CS22 W/6 Lap CS22 Lee CS22 w/6 -Up C,2' 16' Lee CS__- w/! -.p CS22 '/7' Lap
1 s4 mph Vjt1 p- to Forf"I,11, EP344T FFB44T EF344T FPBbsLT E` B44T =mqe
mop Vcs, ,am 1, Pate: I22 w/! Lop -522 w/7" to. FL22 w/C' -or. CS22 w/," Lsa IS'6 L,,16 'IT -Up
Po, to Fo-e- EP944T LIPE"'ir' EP344T , 9044 FIB44T sBIJ44
E.'r, is past CS22 /6" _Up ^S2 w/6' Lac :S22 ,'6' -op CS22 w/6' Lop CS22 wy3` rap CS22 w18' LsU
Ii S,ji Fb, In Fen ... lia- F P1441 PUI 1 FP,441 L PH441 F - B441 API 14 4
mph V lip"M " PI, CS22 �15 Lop CS22 ws8e' F.'S 6 w/'C' _UF:"F /'C" Lap '-� 16 �/l 'I _.p
PU,z to FUi EP344T IFB-'" EPB44T AEIJ44 EIEL4T ABU44
throm -1 Par 1,122 W/5 I Lap"1'12 w/o' l""' wyl so CS?'Ian C-IL" /,5 "1 L""'F '/8' Igo
a
1,-
"Ph V'It Fos:I I F, ... Pro- EP344F PB44T EP344f EFly- EIF441 ABIJ44
11'5 mph Vnsa B..m '. Fra" CF-,2 /E -so CS22 /8:' Let IS] 6 .,It Y -Ik-'S'6 /-0' Lar -=16 -Up
F,,,: t� F,,,mi EP844T ABL'44 EPS44T AEU44 EI644T �BU44
Beam !" pe, C -M wit Lop CS.12 w/7" [a, IM w15' _Ip Cq, Lao ;321 '03' lac CS22 FL, -Up 68 mph V" 3 P to Fe-eEP344T UPB44T EFFbel FPB,4 E1134T ABIJ44
C73p -ph 1 B_ to I,,_ :-r,' w,S" -no CK2 /8:' Los'-, 6 w,,',Y' Lrp'S16 .,'lCL -at �' Y 6 ,s- 0' to, �o16 1 C-Up
Us I,
C ;
For id I U,,U,Ia- F PB4 IF A Put t Epaw Arid r Pet, IF ANI 14
I Tsbad I stars ia,hj'l , 0 13,3" no Is or lancer
2 P"t 'y,,e sip"'ited trope. ar,one P P ,,lid Pont, for Up nest' L, larger posh I 'o-o"t"La qLi,a,,t a, 'Um'dY
noy a, ,d.
1- 1 On a, qui,, ent ,on, IS as the 'f,,p, The .,a',
iaxle aLai, 'P� iamb' I, i ,, ppens, and Learn, For coca' orany mbar with d,, 4, aloal less than
SPF camot to, s"'s, rr.. tl ,gi leer 9 T" "' � ... able
jan" I ph: " in S depth If INt ,,o, bir, one y, pen , e,, fbeam ,qth, n,d J ,�f these are I
led -hell fh- sti, trial Us -el. FR0.7
DTLG901 I It
IISTRRNO
Lap dl smote Mny wrap
strop around top Fast= to
�. eve ul lap ustanre -
crop ca cling to:, pint, to \
hr:ader :na �^+ r'c;ed on e,fher � a
r�l \
- linq alsis; boa scppc�tinq
. al mare braes
--Connect:an :o place per
Uplift Cernerhon Srhedule
� Footles
„ _trap to match Strop
epecitk :n Upi': Conn-",
�checule for "Through
sub `loos' connerfan, typ
_-�-_ --,ap clstonce Mn� wr a strap
ourd snderside of beam to
e<hleca toll kip al+tuna
��C.cnne�:inn u' .tu•1(s) fe enrtom
- plate er UpIPOt L'
Sche,:ule a. rhos open rq
24 Ceilinq Joist/Beam Supportinq 2 or More Braces Over Header
- A, roe- -, ------------- --- ------ ----- ., e ,a„ att -
A: "'g, wa's the ,W e stet: regd rercents between this defn:l ono the Jp IY .
:)P=r,ln9s rule shalt apply
,'_x5 pressure {rooted block ng,
sc al a: cle. or :,v atr er
:heel netui flashing- me s o` protecting frarc:ry
\ te,a« rrar wrer d,rrage nrd
2x+ cr 2x5 stud M tlexcv (For ..teep roof use
16 a C se urct , +� steel a gle per cl.err:'e neta
rest red for 41, o gesf�r
rr I ptch)
Trple 2.5 p-- f,r�te.
ledgers r s.ppart b,.
\ \ J Peypired n inq
sn'I�,)�.t
B1 Ledger for Brick Support
, L , ,/,61—)
"tee, L'mte s c.tred wrh
12) 'I6 hrr P Luy
ew ww=ners � —
earn ,taa
ay,e__ 1,
�sfclsa'on ` steep
rcor reg:,rrd to w 12
seater scut tIt ur g p
VII
[elween r- zrdV sou
n e.ted to I
ntz wPr`e-dr ll�sfaas
orev=nt sp [f n9 a 'id, -V ew
Bl AIt. Lintel for Brick Support
Brick
Support Conditions
ro F'e,sue heeled t:ockrlq,
'r6 treated bcc4in
pressure 9,
,tool o q�, ur ::"y other
ofmprntec trq 1r.:ming
+coin nny c-, or my oh,
-n=et metcl-! awsfamp water �farnaye nagnd
nsh:rg & cy steep r us
+
o
a,d
weef• hnl+
^For
j par prr
-j'
halms
d! Fnr stdem
decoeeu roofs
� sloe{ er yle we Item
n.,t
tell r q.t r+d for 9In or
-
w•=ap
(,e
detcl eJ far 91^
a
nr --1
;+,adsar,h,)
:eater ra.,t piton)
s...
d
r,of pt,n)
ro
Ir l,e 2,6 Iressurc tru:td
abet antler
al pP olan,� �
I� � tmle zxe fressar
hrrt I,d,er,
su^tort br.,�
-
2,4 1,6
ledgers to s..part cr ck
(rc r caul e) _
'edc,r moo be
or
�\\�
?olios ter plan
-'- nn lPd to r flocs.
surd �'6' 9C,♦
(See a:r.h)\�;
brace tV tram nq----'� \ t,lde%^r ytor)
below, ntd ne brace \� 2� Fe
\ .\ Peq„ire ci my
�- r- 3 (1ir n�:l^)
.each end onJ gcvJ iFny
interned:o;e braces .Xf '•I (,-J �a:lsJ ut
s- 3 J et ouch stud
not mare :oar 36' oc. 16" nr
B2 Ledger for Brick Support
63 Ledger for Brick Support
(mnl - V _ _ .
Sr'76ace
e Llfel secured wile
- mefnl
Stael Ln:el d with
se
-sheet metal
('r
2),s 5 x 4 L
t.snry
.r —
a,ters at
mq
h Obl St J
,tc lot on toyrl -..r. p I�
J V.
�. n.�nll Ian nforse.eea
stet. re: cad 'er
cr rcu'
-`
.ly
:,, red for Yin _
or ro
greater plc^ I'
MrnmumMn,,-
grec'e sf a;rh
,,,C-_
�.
bfweer Irtel and
between Irfe1
r,,shuctue .
IN -htds er
where
IIIIs`�+
.era' nog.: w
oeaoe roll=r s,der -
all ) / euc pl cf, wt tI .;
pet plan, eri and
tt 1 b c�.
fail n'el Pre a`I
/ ! 3o
rpr
o przv+nt spl [f rG r,1i.�t+ V,PW
B2 Alt. Lintel for Brick Support
B3 Alt. Lintel for Brick Support
2e6 pressure t-tn d backm.g,
:eel o q•e, a a:h,
`
Ihe'f 'm=h;l—\
a,-l-
mee s ,fmprnt^cf:n9
bel r . demege a nd
s
de v 1 t ep rocs ate
uNr at=
et q d for Y ty cr
xd c 2 6
�'
fads I ee crch) -
-
-
-Trple 2 reefed
Pull+r cr tlPr'�'�''
pe c,u =
e re �ue.corz br.n
to t
�fe�ienetl :0 1ci.Gla colter)
Br.. to fr-rg
below, nmy ♦
= Recuire". cl:n3
:h,'wn or pwrs�r
3 tt2d nn0i,c
5 at fib.
B4 Ledger for Brick
Support
L 6 x 4 x �/16 'rn. ) SI- I
Lr,e, --d wth t2) / 6 ryh t
wcsn rsa geI ...h R Sf d f I.shtry
cnogls nshtlktia, -
"''1eep rc zquld ra re
Y c2 ar r ,rr ;tch
9 e%'e
Mrrircurn Ii'6" space betwec
I n.el ova root structcrc /w� �'
Bolb,e ratter u id—' per F ;ns
B4 Alt. Lintel for Brick Support
..o.e The obrve oitemote M,'Id wth steel o,,e may be ;sec in lieu of bncn or woo. supso:t, e,cept the' oltemote d,:o 1, n_d_ be used for c,,d hors o: _feep roof_ (required rc, 912 scooter :oaf pkh) Refer to IK Section R7037_ %or oddifl-1 :nf—t-
I� ? Option A
i
` :\ ,e:iywelded !' IPart -
wtn 1 '2" ahllet welds i ., c
rt
Optior B
plates welded
,i
_J
3
� 0 tic C -
4r M,rtar o h f 1 ¢
/ wd I/1A AMCU 4 a e
rpnrd d to to or o M _
a.. eGl nl we tletl w:h
Steel Angle Installation for Steep Roofs
L4'- FO"
t 4 2 or erecter r,rt etch) f
FRO.8
(r
- OTLG9011 It
DRIVE
GRAPEVINE, TEXAS
r r00-00
3j3R
28'-ty-- - ---
DISCLAIMERS
I FVAC IBAD, SSING AND LAYOUT ARE WHOPFp PER AQUA MANIAC J, D AND S
L ALL HVAC _O'JIPMEN( LOCATIONS ARE SJBJECT 10 CHANGE WIHWT NOTICE
TEMPO MECHANICAL IS NOT LIABLE FOR ANY COSTS INCURRED DUE TO THEE
CHANGES
3. SO'-DER/CUSTCMER LAYOUT CHANGES WTHOL'T ENGINEERING APPROVAL VOIDS
IFRFORMIND, C:UARANIEE
4 THIS DOCUMENT tiP_RCEDES ALL PREVOUS ARRANLM=NIS
i I'NIN MAST BE IFSS THAN 25' BUT MORE THAN Y AWAY FROM AT PC ACCESS
� z1
2 WE ;RILLES TO BE USED ON ALI BOLTS THAT ARE PLACED ON CEILINGS 11 OR
FRESH AIR
' -_ _
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PH -' 0 '''�
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3 THERMaSTATS TO BE PLACED ON NT RIOR WALLS WITHIN CONTROLLED ZONED AND
PREFERABLY HEAR P RMARY R- BE BOOT FOR THAT SYSTEM
4, 10'X8" SUPPLY BOOTS ARE TO BE IN ALL PRIMARY ROOMS AND UVAG SPACES
j
- DAMPER Sr EMS
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_
AS OR PLENUM BOXES INC NOT tp BE USED UNLESS AGREED UPON BY
-
-
-
FOREMAN, PROJECT MANAGER, TOONEER AND BUILDER
S'. THE ZONE DAMPERS MUST HAVE 6' DUCT LENGTH SEPARATION FROM
0"-37'
SUPPLONG UNIT
NSTA�LATICEN
INSTALACION
1 NO FWD ALLOWED INSIDE PONES
COMIDA NO ES PERMITIUA OEN'RC DE
8•_p
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2 REMOVE ALL IRASH FROM JOBS IF
_OS HOGARES
L 'EMUEVAN FOCA BASURA DEL SIl1O
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3 HARD HAT REQUIRED AT Al 11MES
>E 1RABAJJ
3 SE REOUIERE CASCCO DE �EGURIDAD
t Ox$x8
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8'
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4 YYJRRING FIRE EXTINGUISHERS
REQUIRED ON JOINTS
4 SE REOUIERE EXTNTOR OE INCENCIS
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•-'. 10'•-'3'
L..[
, 5 DO NOT DRIVE ON LOTS FOR ANY
GE TRABAJO
5 ES SIGN AMEN'0 SOLO EN LA CALE
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ENVUWOC -N MANTA AL NS'AIARS;
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8 INSU _ATON MUST OVERLAP COL BY
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10 DUCT-r 4" METAL SLEEKS AT
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15 AUXI_.ARY DRAIN PAN MUS- EXCEED
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'4 ASEGURARS, WE TODAS LAS LINERS
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q
June 11, 2025
Drees Homes-DFW
6225 State Highway 161, Suite 150
Irving, TX 75038
Foundation Type: Post Tensioned
Laboratory: HJA
Report No: 27444G
Date: 05/19/25
10003 Technology Blvd W r Dallas, TX 75220
Phone 972 620 8204
FAX Res-, 972 488 8932 / FAXAots; 972 243 5417
�
2nd in accordance with the 2021 International Residential Code, 2021 International Building Code arhi
standard engineering practice.
Effective Soil PI: 39%
a: 1500
Town/City:
Lot:
Block:
Address:
Plan:
2�
Canterbury Village
Grapevine, TX
3
1
1823 Camelot Drive
2854
Strand Systems Engineering, Inc.
Estus Wilson III
Engineer
Registration No F-1629
OF r64kill
SOMME
geotechnical and construction materials consultants
Drees Custom Homes
6225 N. Highway 161, Suite 150
Irving, Texas 75038
ATTN: Mr. Tim Brown
Phone: 940-368-0962
0
RE: Geotechnical Investigation
Camelot Drive Residence
1823 Camelot Drive
Grapevine, Texas
Mr. Brown:
Presented herein is the report of a geotechnical investigation conducted by Henley -
Johnston & Associates, Inc. for the above referenced project.
We appreciate the opportunity to provide this report to you. If we can be of further
service or if you desire any additional information, please do not hesitate to call.
Signed, - -XXXXV.
HENLEY-JOHNSTON &Associates, Inc.
Hunter J. Hamilton, E.I.T. James F. Phipps, P.E.
Project Manager President
Firm Registration No.: F-1238
Copies submitted: Drees Custom Homes — Mr. Tim Brown
The seal appearing on this
document was authorized by
James F Phipps, P. 84778
on May 19, 2025.
INVESTIGATION AND ANALYSIS I
Introduction I
Field and Laboratory Investigation I
Surface and Subsurface Conditions 2
Potential Vertical Movement Analysis 2
DESIGN AND CONSTRUCTION RECOMMENDATIONS 3
Introduction 3
Foundation Recommendations 3
Ground -Supported Foundation Recommendations 4
Pier Foundation Recommendations 5
Construction Considerations 6
Earthwork Recommendations 8
Construction Testing and Observation 8
Qualifications 9
Plates
L--EIM=
3 'A;, '-� M CP C- , N AV[ AJU E r, 'A" r T X ?'_120 1 1 ',70 5P OWN 1A NF, B I 1L D; Wi 2 S-11 E A U'9 T, N TX 79
T 'i'd V; "N' H 1 A N 6, C U 10 E X ', S PP A N 0 � 1 .� ?8 14 �14 1 , ��80R f
INVESTIGATION AND ANALYSIS
construction of the foundation and earthwork criteria. It was anticipated that a ground -supported
slab would be used to provide foundation support of the proposed residence.
This investigation was conducted in general accordance with the "Recommended Practice for the
Design of Residential Foundations" produced by the Texas Section American Society of Civil
Engineers.
designs not covered by this report do so at their own risk.
OT conesiTe soii aria snaie frere fee-Incri Tiarn
tubes. Sands and weathered shale were evaluated in -situ utilizing the Standard Penetration Test
(SPT) [ASTM 15861 and the TxDOT Cone Penetration Test (CPT).
Selected samples were tested to evaluate engineering properties, soil movement, and confirm
visual classification. Tests conducted included Atterberg Limits (ASTM D-4318), moisture content
determinations (ASTM D-2216), and partial gradations (ASTM D-1140). Free -swell (ASTM D-
4546 Method B) tests were conducted to evaluate the potential for soil related heave. Results of
the laboratory tests are presented on Plates 2 and 3.
- 1 -
Based on review of publicly available aerial imagery, the site appears to have been occupied
since at least 1995. Within the depth drilled, subsurface conditions consisted of clayey sands
over sands and weathered shale associated with the Upper Cretaceous Woodbine Formation.
A combination of clayey sands and sands were encountered at the surface of the borings. These
sandy soils were varying shades of brown and to in appearance, moderately plastic (SC) to
nonplastic, fine-grained, loose to dense (relative consistency), and continued to depths of 19 to
25 feet below existing grades. It should be noted that Boring No, 2 was terminated within the
sandy soils.
varying concentrations of sand and iron staining, and extended through the termination depth of
the boring.
Ground water was encountered during drilling operations at a depth of 15 feet below existi
grades and at the completion of drilling operations at depths of 9 to 10 feet. The presence a
-iepth to ground water should be expected to change with seasonal rainfall. When prese
ground water should be expected to perch above and within portions of the weathered shal
Potential Vertical Movement Analysis
Subsurface conditions at this site consist of clayey sand soils over weathered shale. Due to t
-1*m*i?,iaUM V claydy ai,4 graiiAar s#ils, ?,atyam6mts rdlato-4 t* s*il at this sit6 _,*,&JJW,- mari-ifest
2s both settlement and heave over the life of the structure. I
For clay soils, movements are associated with changes in seasonal moisture conditions. After
periods of rain, the clays expand resulting in heave of overlying elements. During dry seasons,
these soils shrink resulting in settlement of ground -supported features. In weathered shale,
movements are associated with an increase in subsurface moisture after construction of the
foundation, These movements are manifested as a gradual and sustained heave of the
foundation. Potential movements associated with predominantly sandy sQils typmally manifest as
settlement following application of new structural loads. These settlements generally occur during
construction and complete at the time, or soon after, the full load has been transferred to the
subgrade.
Report No, 27444G May 19, 2025
Differential soil -related movements were evaluated using i• Method 124EI, results of t
Standard Penetration Tests, results of the free -swell tests, and typical light loads for residenti
construction. Based on this analysis, total differential soil -related movements for curre
onditions are anticipated to be on the order of 1 to 1-1/2 inches,
the estimated amount of PVM as well as other parameters provided in this report. No grading
nveel4mkam
final grades will be within 2 feet of existing grades and that all fill will be placed below the
of the conclusions and recommendations provided in this report.
R-ffF17W'17TTUfTM v: Ter 7- �� i wu6f—J-17 FF7u#-sTM7,--7W7G=U _"JI-eff
unlimited access to moisture, such as from leaking irrigation or utility lines, greater amounts of
movement should be anticipated.
It is anticipated that a ground -supported foundation will be used for structural support.
Considering differential movements on the order of 1 to 1-1/2 inches, remedial earthwork is not
considered necessary for this site. Recommendations for design and construction of the
foundation are presented in the following sections.
Current literature indicates 4 to 4-1/2 inches is the maximum amount of movement a grou
supported, stiffened slab can withstand. Considering differential movements on the order of 1
1-1/2 inches, a ground supported, stiffened slab may be used if some post-constructi
movement is acceptable. If no movement can be tolerated, a suspended floor coupled with a pi -
?.nd beam foundation should be used. Alternatively, remedial earthwork may be conduct
� 9 -1
ground -supported stiffened slab foundation. Recommendations for remedial earthwork andlorl
#,,ier-and-beam type of foundation design can be provided upon request.
I "Method for Determining the Potential Vertical Rise, PVR." Texas Department of Transportation Method
Tex-124-E, 1978.
M
Report No, 27444G May 19, 2025
=#
used with the WRI Method. This results in an Effective P1 of 17, A Climatic Rating (Cw) of 20 is
considered appropriate for this site.
value of 0.04 (1-C) should be used • a WRI design. With the WRI method, a cantilever
length (I.) of 2.5 feet was derived using the previous information. It is recommended a minimu
length of 6 feet be used for analysis purposes3.
Design of post -tensioned slabs is based on the Edge Moisture Variation Distance (e.), and the
anticipated Differential Movements (y,) that can occur over this distance e,,. The em is based on
the amount of anticipated annual rainfall and is derived from the Thomthwaite Index (TI). This
index is measured in inches and indicates the amount of rainfall above or below the amount
needed to support plant growth. It has been found that irrigation and landscaping can increase
the TI by several inches. For this project, a modified TI range of -10 to +10 was used.
Differential movements (ym) for design of slabs can be determined according to the loo�=
Tensioning Institute (PTI)4. Differential movements for center lift and edge lift conditions a
*ased on type of clay minerals, velocity of moisture flow through the subgrade, and depth
constant soil suction. if the adverse effects of vegetation, site drainage, and slope have be
corrected, differential movements may be calculated using the method presented in the P
mant - 11
Based on experience in the North Texas area, differential movements for slabs on -ground c
2pproach the total potential movement estimated from laboratory test results. I
;=713
,?nd Design of Residential Stab -on -Ground," Publication 1571 National Academy of Sciences, Washingtol
11KCa•:
3 Recommended Practice for the Design of Residential Foundations, Version 2, Texas Section of the
American • of Civil Engineers (2007), • 10.
4 Design and Construction of Post -Tensioned Slabs -on -Ground, 3rd Edition, Post -Tensioning Institute,
Phoenix, AZ (2008).
Report No, 27444G May 19, 2025
The e, and y, values presented in Table I were derived using the PTI method. These values
were modified considering the effect of irrigation on the TI and the results of the PVM analysis.
Values in Table I may be used for dry subsurface conditions.
Table 1
(Differential Movements = I to 1-1/2 inches)
1823 Camelot Drive — Grapevine, Texas
Lift Condition Edge Moisture Variation Differential Movement
Distance e (k) y. (in-)
Center Lift 9.0 0.8
Edge Lift 5,2 1.1
If piers will be used for foundation support it is recommended these foundation elements be
it _A"R71=.r1T If '
of these values may be used considering a Factor of Safety of 3 against a shear or plunging
failure. The piers may also •* designed against uplift using a negative skin friction of 0.7 ksf. The
skin friction values should only be applied to that portion of the pier shaft below the minimum
penetration depth of 10 feet.
Settlements of approximately 1-inch should be anticipated with a pier foundation bearing into thi;
clayey sands and/or weathered shale strata.
lamms" R.H07#73M. INTIMMMOMN - ..
Report No, 27444G May 19, 2025
water may develop after periods of prolonged rainfall and/or irrigation. It is recommended an
allowance be made for the use of temporary casing to limit the sloughing of soils into the pier
excavation, or in the event water is encountered during pier construction. Concrete should be
placed within four hours after each shaft is drilled.
0
l�. M. a
M.
clays using helical piers. For this site, helical piers should be founded a minimum of 10 feet below
existing grade, bearing within the clayey sands.
-r%'� �T dl r7717 =F Ml Ir
solid helix plates. The tot I capacity of a helical pier can be determined using the sum of the a
*f each helix times an ultimate bearing capacity of 12.0 ksf. The allowable capacity (Qa) of ea,
helical pier should include a minimum Factor of Safety of 2.
determined using a Torque Correlation Factor (Kf) of 9 for a 2.875ths inch diameter steel shaft
and the following formula:
HuM MW I
I I ar-ft Size A Fac I Mai pier MIT# lu CIL U 1c; I
or calibrated pressure gage on the installation rig.
Settlement of the soil under the helixes is estimated to be on the order of 1 -inch, with differential
soil -related movement on the order of 1 -inch as well.
J Refical piers should have a clear spacing no closer than three -times the diameter of the largei
helix,
It should be noted that compression of the steel shaft and of the steel coupler that attaches t
�tier to the concrete foundation is not included in the estimated settlement in the precedi
paragraph. I
Construction Considerations
Expansion joints should be installed at locations selected by the architect to allow for deflection
of interior walls.
Report No, 27444G May 19, 2025
to placing concrete. The width and depth of grade beams should not vary across the length of
the beam.
A vapor barrier should be installed below the stab. All penetrations and joints should be sealed
to lower the potential for migration of moisture through the floor. Plastic sheeting used for vapor
ROOM
the subgrade below the new structure, potentially leading to settlement of the foundation, If trees
will be left in place in proximity to the new foundation, consideration should be given to the
5 OSSOCIATFS
-7-
Report No, 27444G May 19, 2025
preceding paragraph.
Prior to construction, the site should be stripped of all organic soils. Areas that will underlie fill,
concrete, or pavement should be compacted in place utilizing a relatively heavy smooth drum
vibratory compactor. Should any soft areas be encountered during earthwork and compaction,
foot or greater), and then filled using on -site materials. It is recommended that compaction of the
su*gr?,lile c*MiAve witX tXe vi*r.?,t,#!ry irlpe—wiler �!Atil tXere is A* ;,vittice,24le Q*',is*14?ti*A *f tXe
material.
95% of the maximum density as determined by ASTIVI D-698. Moisture content should be at least
+1 percentage point above optimum.
of 3 inches and thoroughly mixed and wetted to produce a uniform material. Weathered shale
95% of the maximum dry unit weight as determined by ASTM D-698. The moisture contents of
weathered shale fill should be at least +2 percentage points above optimum, as determined by
ASTM D-698.
If additional fill will be required to bring the pad to finished subgrade, on -site soils or equivalent
should be used. These soils should be placed and compacted to the moisture and densitv as
outlined above.
Fill around perimeter grade beams should be on site clay, cleaned of all construction debris and
placed in a controlled manner as discussed in the previous paragraph. Use of clean, compacted
fill will lower the potential for water to migrate below the stab and into the subgrade soils.
Each lift of fill should be placed on a relatively level ground surface. If fill materials will be placed
over an existina slo i e, it is recommended benches be cut into the slope Wor to the ilacement of
I
fill materials.
Construction Testing and Observation
PErQ410111111MAIM40 __ (
stratum and adherence with the recommendations of this report. Full time inspection of pi )f
t-xcavation and construction is recommended. Field density tests should be taken at a rate o tv
Report No, 27444G May 19, 2025
herein. Field density testing must be conducted during placement of fill. Samples of the fill
Wall MJI# 1 0 1 '11 HE' I gl� MTIZ� 11 �:: M " I I El
- ----- - - ---
The analyses and recommendations submitted in this report are based upon the data obtained
from the borings drilled for this project and data developed from previous investigations. The
nature and extent of subsurface variations at the site may not become evident until construction.
)'tt. it will be necessary to reevaluate the reconalptdatio4s of Ctis
is recoinmenteo nat tie geoiecruriTm engineer De OlroTilelt ne o�$,,orlinirf Tor generai rel
*f final design drawings and specifications in order that earthwork and foundati
I recommendations may be properly interpreted and implemented in the design drawings Ja
specifications,
REPORT NO. 27444G
CAMELOT DRIVE RESIDENCE
1823 CAMELOT DRIVE
GRAPEVINE, TEXAS
SUMMARY OF INDEX PROPERTIES
BORING
DEPTH
LIQUID PLASTIC DUW
FINER
NUMBER
(ft)
LIMIT INDEX (pcf)
#200
1
0,0 - 1.0
1
1,0-2,0
1
2.0 - 3.0
1
10 - 4,0
1
4.0-5.0
1
5.0-6.0
34.9
1
6.0-7,0
25 13 116.2
1
7.0-8,0
1
8.0-9.0
1
9,0-10,0
1
14.0 - 15.O
1
19.0 - 20.0
1
24.0 - 25.0
MOISTURE UNIFIED SOIL
CONTENT CLASSIFICATION
20.4
20,6
177
17,0
16.5
17.0
14.9 CL
172
187
17.5
210
1&9
202
2 0,0-1,0
9.6
2 1.0-2,0
17,2
2 ZO - 10 28
18 111.5 16,5
2 3.0 - 4.O
38A 14.6
2 4.0 - 5.0
164
2 5.0 - 6.0
16.1
2 6,0-7.0
16,2
2 7.0-8.0
152
2 8.0-9.0
16,7
2 9,0-10,0
13.4
2 14.0 - 15,0
14.8 15.7
2 19,0-20.0
25.0
2 24.0 - 25.0
20.6
No
6 ASSUMES
Plate 2
REPORT NO. 27444G
CAMELOT DRIVE RESIDENCE
1823 CAMELOT DRIVE
GRAPEVINE, TEXAS
SUMMARY OF FREE -SWELL TESTS
BORING
DEPTH
SWELL
GAIN IN
PERCENT
NUMBER
(IL)
PRESSURE
MOISTURE
SWELL
(psf)
I%)
(%)
1
6.O — 7.0
864,0
1.5
0.0
2
2.0-3.0
288.0
1,6
0.0
CLAYEY SAND, medium
dense to dense, light
brown and light gray
CLAYEY SAND, loose to
;Wfil"'IlL .4 IMF '-TOW4 2,141,
6 ASSUMES
Plate 3
TEXAS FIRM REGISTRATION NO F-1238
Strata svmbols
F-1
CLAYEY SAND OR CLAYEY
GRAVELLY SAND (SC)
SHALE, weathered
�._V._.��
SAND
kirse, Symbols
__EZ_
Ground Water During Drilling (ft)
Pocket Penetrometer (tsf)
LEGEND, LITHOLOGY, SOIL CONSISTENCY
& RELATIVE ROCK HARDNESS
Camelot Drive Residence
1823 Camelot Drive
Grapevine, Texas
TxDOT CPT (inches per 100 blows)
Standard Penetration (6PF)
Soil Samplers
Undisturbed thin wall
Ifl
Shelby tube
El
TxDOT CPT
zSplit
Spoon
FOR SANDS, GRAVELS, & SANDY SILTS
Modified from Peak Hanson& Thornburn (1974)
Consistency
Standard Penetration Resistance
ill
(N)
Very Loose
Less than 4
Loose
4 to 10
lyledium, Dense
10 to 30
Dense
30 to 50
Very Dense
Greater than 50
PROJECT No.: 27444G
DRILL DATE: 4,21/25
FOR CLAYS AND SANDY CLAYS
(COHESIVE SOILS)
Modified from Peak. Hanson & Thomburn 11974)
Consistency
Unconfined
Standard Penetration
Compression (tsf)
Resistance (N)
Very soft
Less than 0.25
Less than 2
Soft
0 25 to 0 5
2 to 4
Medium Stiff
0 5 to 1 0
4 to 8
Stiff
1Dtc,2_0
8 to 15
Very Stiff
2.0 to 4 0
15 to 30
Hard
Greater than 4 0
i
Greater than 30
RELATIVE HARDNESS MODIFIERS (ROCK)
(RELATED TO FRESH SAMPLE)
Modified from SCS EWP, Tech Guide No 4
Hardness
Rule of Thumb Test
Soft
Permits denting by moderate finger pressure
Resists denting by fingers but can be penetrated
Firm
by pencil point to medium to shallow depth (No 2 pencil)
Very shaillow penetration of penal point, can be
Mod. Hard
scratched by knife and in some instances cut with knife
Hard
No pencil penetration, can be scratched with knife.
can be broken by light to moderate hammer blows
Very Hard
Cannot be scratched by knife, can be broken
by repeated hammer blows
100,
LOG OF BORING
PROJECT No.
27444G
Hiti)
BORING No
61
Camelot Drive Residence
RIG
CME45
DRILL DATE-412V25
1823 Camelot Drive
SHEET
I of I
METHOD Auger to 25'
Grapevine, Texas
LOCATION
See Plate I
MATERIAL DESCRIPTION
0
UJ e)
0 CLAYEY SAND, with iron staining, loose to medium
dense, brown
CLAYEY SAND, with iron staining, medium dense to
dense, light brown and light gray
5
CLAYEY SAND, with iron staining and sandstone
fragments, loose to medium dense, orangish-brown
10
----------
15 CLAYEY SAND, fine-grained, with iron staining, loose,
dark brown and brown
SHALE, weathered, sandy, with iron staining, soft, light
20 brown and light gray
25 TOTAL DEPTH: 25.9
30 -
Ground Water During Drilling
Ground Water at Com2letion jft.j: 10.0
GROUND ELEVATION
CORE
TxDOT CPT 5+ (inches per 100tims"
1 2 3 4 5 6
z
0
p
STANDARD PENETRA NON SPF) 1
W
10 20 30 40 iio 60
..-..
W
>
Uj 0)
0
POCKET PENETROMETER Of"
W, a
LU
1.75'
0
100,
LOG OF BORING
PROJECT No.
27444G
Hiti) "�
BORING No
82
Camelot Drive Residence
RIG
CK4E45
DRILL DATE-412V25
1823 Camelot Drive
SHEET
I of I
METHOD Auger to 25'
Grapevine, Texas
LOCATION
See Plate I
MATERIAL DESCRIPTION
0
LLJ e)
0
CLAYEY SAND, with iron staining, loose to medium
—
...........
dense, brown and light brown
CLAYEY SAND, with iron staining, loose to dense, light
5
brown and light gray
10
—7-
................ . .
CLAYEY SAND, fine-grained. loose, light brown and fight
15
gray
SAND, fine-grained, loose, light brown
20
25 TOTAL DEPTH: 25.9
30
- 35 -
Ground Water During Drilling (ft.): 15,0'
Ground Water at Comi2letion (ft.): 9� '
GROUND ELEVATION
CORE
TxDOT CPT 5+ (inches per 100i,lcvis;
1 2 3 4 5
z
0
p
STANDARD PENETRA NON SPF)
W>
10 20 30 40 510 69
W
Uj 0)
0
E POCKET PENETROMETER , 3sf;
_j
W, a
1 3 4
LLi
13
6r
P
DE31C;- PRN-FE-,,;SK�tNAU i-OW-PACTCR TO
HANE P,,015 AND T-:4E 2LIfLON:3"
W5W'i7,-'TC70 t��Y -A GERT IFIE.-D `NLRf.4Y C�-IDE-
Home Energy Rating Certificate
Rating Date: 06'10/202')
IINSPCC rOR- V %IA fH STA i-- L,.W,
PLAN REViEVV A14D
10 "IENT 'n-N OON';�LIAME VP H T
T"O"M ADOPTEM, S;Y T��r, STAM
Projected Report
Registry ID:
rl l.. LDE 6" i a M. i TT V T 01 Ui " D I i -A
Based on Plans
Ekotrope ID: ,fwYI3MgL
N�PIAET,�In'
Use [MBtul
Annual Cost
Heating
37,1
S372
coolina
16,0
$702
Ho*,Wa*,er
1 `IA
S102
Ilights.,'Appliances
2&5
S1.136
Service Charges
$381
Generation re.q. Solari
0.0
so
Total-
93.0
$2,693
Home Feature Summary.
too
It -jf'V if
Y
F P;z I
L
Vffirm"
criteria of the following:
Energy Rater: S. , ° y IfFI-t-
Rating Company: Fr-1-1, Iv Sr—cLkli�
Rating Provider: wy -'p— i:oi—
X
Mn; JE: f-f. -rrlv
IECC 2015 Performance Compliance
Property Organization Inspection Status
162 3 W"TA fhb- RA F1 wag 4N, I dNW WOE ar'. proj,,tvd E. r,, E. R P E C WU K Q,
4.,K4xWHh% !X AW Romp-,r Hj ( =iMj 1,
Nymph 1 AURV, q 11 TOOK GMIW QQ
Builder
1 U23 UnwhN Dwe Winn IV -
it M06a ;W!W
0)?4 wpm 4 " ba w d to N pmprind dwAyi aw does n ot crannn Mid c n ko Qtnuyi ut OPQ n Weank,
Annual Energy Cosl,
Design
IECC 2015 PerArmance
As Designed
WMR�
01/
Cmlnq
580
SM
V� Xor i i�,nffm I
Sn ,
SM,
SubTictal - Used to determine compliance
$1,703
$1,663
1 ly Q k Al q &WU Q,
`vas.:-,;
MIT tpiw&W
si)
Total
$2,586
$2,530
MOi %wn v Fmmy, Fv,jAkqwTh, A,xPt qPmA """ ii~tis'^, 01 MU I F% W not V "RIYY 'Nut Ow rovone V MMM%
Requkernents
P a I 7own" no" non I,
o -1— 0:1r.,,:
i:4C__- 4
1CZt, 7! !�!)
I-R2 Li
01, 011
jav Arly
"it
Dr,'09n ex' ,,neris reclukernents for JEU 20 15 Performance mnlMance Ivy 2.516,
A
No! i 4wv 11m, I tt 1, 11 10 19
I "p-1 rwnp aw to Hull at WN 10
a a nm nu"',A_4 T��60,P-ri` Or THE CnA,'WER;
COWIR,,,%C70i'. Tia
HAVE PLAN, iiND Ti IE MALW �G
GY A CER'TIRED ENERGY ,.-O[)E
`, i,4CC0,RDt�`,XCE uA'Mi 3TA, M
I PLAil REV0A' AND NSFECTIO;N
00CUMEMMON SHOMWO COMPLMNCE VOW
WE ENMY COM POUPTED SY WE STATIT
K) THE _8i1WWMv._'
t�oR Yi-A"FI �T
Ij f�
JQ ,
IECC 2015 Proposed Home Summary
Property O'ganizatlom Inspkcl,on SOWS
Bo lie?
General Building Information
M
I=
A=4,; s3. c fr,,e.eJ rar
Name Library Type Penmeter Floor Grade CoryotR Exposed Masonry Surface Area LOClUon Enclosini
Area
Nome waHcorislrucdon siabcompWO Undetsiao Perimeter Pet,m.eter Pellmet'r 1-hermai Break Ettcove R-,raoje
Type tnsuWedhh insulation Width lnsulat}on Oepth Insulation R Value Insuratfan M
Exterior
Name Library Type Surface Color War Aba*10tanCe Surtace Area Loc3boo EtWA�Yo R,YallUe
a A i
I
IECC 2015 Proposed Home Summary
Property
project K Plan
Or antzation inspection Status
Builder
Name Library Type
wail
Foundat+oti ui Operaole,
Overhang Overhang Ft To OverharSoFtTO Crtentavom Surface Aiez
Assignment
woli
Dept Top ItOor
Assignment
�W
Glazing Library List
Name U-tactor
r-Iffm3m
Name Library Type Waft
Foundat?on
Enurlance soiall Surface color Surlase Area Location
EfTechve R�
Assignmem
wali
Abso,ptance
Value
Assignmemi
Root Insulation
Name Library 7Vpe Attic Exterior
Clay or
Does the Root Eflect,ve R� Surface Color Solar Surface Area
Locahor
Area tW1
Concrete Root
nave Eaves? Vwue after A bsofpulnce
Trues
roves
7
2
Af �,n ;1
Roof Insulation Library List
Whole House Infiltration
Name Ha5 Romminylarnift Ellei"IM
Rlwliue
l"I'watio'l Me3surerre"t 11jine Shelter Class
N
Mechanical Ventilation
Ventifavor. Type VenfilaVon Rate JW) Operalranal hours
cloiutjl) per day
7' ' -Fl�l . I
Fan Watts Runs once eery Energf Recovery Model Numoer feanufacturet
"fee "or$ Percent
11
IECC 2015 Proposed Home Summary
Property project K Plar, Or antzation, mspecticn Status
BuRder
Lighting
interior Ruorosceni Interior LED Lighting Extertor Fluorescent Ext*rror LED Lighting Garage Fiwarescent Garage LED L,ghVmt
Ughting L.gMing Lighting
Conditioning uipmer t
Serval Number Heating PefCOnt Load Cowing Percew Load Hot Water Percent
Load
Equipment Type: 0 gaL 0.82EF Natural gas
X
"T k
Equipment Type: i5.2SEER2 AIC 2.5ton
7,
Equipment Type: 80.OAFUE Natural gas Furn 60,Ok
j
3
IECC 2015 Proposed Home Summary
Property
project K plar,
Or antzation
fosphtctton Status
4i,
BuRder
Distribution System
Distribution System
f�vl
4
i4
�.*3�1- P0 ')'W'S
7
i't
vi it�
Water Distribution
S"
Clothes Dryer
Clothes Washer
N
IMTM
4
IECC 2015 Proposed Home Summary
Property
Appliances and Controls
project K Plot, Or antz tion
Com an nts Not Found. -,-, P- I
Ir D V, o L I
fnspfficwn status
BuRder
. ": 1� � I I t,
5
pjp Manual S Compliance Report Date:
1823 Camelot Drive (2864)
Date: 0610612025
Family Zone By: Tempo Mech,
Tempo Mechanical Plan. 2864
9llWrylaWDrtve,ir,nrg,TX75061PIi3re 972-579-2000 Fax 972-579-2097 Wed A%w.,tempoairconiLicerreTACLA118470C
For: Drees Custom Homes
1823 Camelot Drive, Grapevine,
...............
............... . . . . . . . . . .
.................. . . . . . . . . . .
. ................ .. . . . . . . ... ... ... ... ... ... ... ... ... ... ..
............................... . . . . . .
.. ... ... ... ... ... ..
...... . . ................. . . . . . .
. . . ..... . . . . . . . . .
...................
............................
.. . . . . . . . . . . . . .
.............................
............................
Design Conditions
Outdoor design DB:
101'F
Sensible gain: 40362
Btuh Entering coil DB: 76.7'
Outdoor design WB:
74.6'F
Latent gain: 3410
Btuh Entering coil WB: 63,3'
Indoor design DB:
75.0'F
Total gain: 43772
Btuh
Indoor RH:
50%
Estimated airflow: 1970
cfm
Manufacturers Performance Data atActual Design Conditions
Equipment":
SpfitAC
Manufacturer:
CARRIER
Model: GA8TAN56000W+CAAMP6121AMA+58SPOB09OV21-20
Actual airflow:
1970
cfm
Sensible capacity:
42894
Btuh
106% of load
Latentcapacity:
8978
Btuh
263% of load
Total capacity:
51872
Btuh
119%ofload SHR: it
!�rwrrw- =1 r
Outdoor design DB: 22,0'F Heat loss: 47310 Btuh Entering coil DB: 67.3'F
Indoor design DB, 70XF
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Gas furnace
Manufacturer: CARRIER Model: 58SP06090\/21-20
Actual airflow.- 1970 cfrn
Output capacity: 90000 Btuh 190% of load Temp, rise: 50 'F
Meets all requirements ofACCA Manual S.
* wrightsoft 2025-Jijr061208,10
ACCk „II, Pjgrt-SuteOUnvefsal2O2525002RSU59389 Paget
meot DnveI823 Camelot Drive (2854) ftp Calc=NW FrortDoo(WeS E