HomeMy WebLinkAbout37405 DERBYSHIRE DR General Note _
1: _ All reinforcing steel g shalt be ASTM A 615,Grade 40(min) �_ -LI 1 \ iAT1fkIO - -
r
- Anchorages:ball be hipped galvanized,after fabrication per ASTM A 90,
3. _ Trusses shall be designed per SBC and TN specifications and certified by a Professional ?AftVBE To Can
I≤ngieeer regtsterrd in the state of Florida '
z -
wmd Load motes: -: i3�► r� �
i
2 Design Veloci =100 h _ _ l
2. Spins=SBC 1991 including 1992 and 1993 addendum:section 1205._ =
3. Net uplift per miss bearing tiara=331.2 has: !"� - — _
4.
- Factor of saf ig I.s g _ i -
= ctY = �1__ _ aPst overt�u au�
S. = _ Maximum unit shear at roof dung diaphragm=272.4 plf - �/
_ 6. Maxunum mut watl sl►ear at atidluFight�valI=433.8 plf
I Z 7. Shear%-As-front and rear elevations;fasten sheathing w/hod nails 3"ox edges, 12°'o.c
t) g. Shearwalls-left and right elevations,fasten sheathing w/8d or larger trails 6"o.c.edges, 12" -
(1 yP o.c. interior.
9 Install I-Simpson LTT20 w/1/2'AB and 10-I6d nails at each end of shearwalls
L�•
UL 'oft-f ___
L_1
l� rn
CIfj -
FROtt T
��� RINT RED IRED
01 in SITE
-- - - - - %Akio
- - - - _. -- __ - -. - - -`SFEEL PLY-"%u.FELT R _ ;.'8L - _ - - - - -
-- -.---__- S)iw_rs PER SPEC$ - -__- -
t t -
rases Ica yr!a+r�s c+4{aE
_ `� i M+.Sri FK1A a AtuR SQFEF
- - - - _ - -
DR a7[t2 etARER !�EMaiEs
DK et! FQ RATE
_ _ - SRTiE
LEFT _
imra ��� _ _ - - - r - - - - _ -. - - v . $1EA7M4aS V! • -
- - - - - - - - - - -- - - - _ - - _ - F•YEI1 I.S[DiMG 2FifRJ/IE Valk.-S7tffiG Si'-ac. _ __-
{it R-1Y 1NSLL -
- ir2 G�Rsw YM.E#LRa
_ -- _ _
<. u[rF,6rn EariGrE,fak
- - !'KFL'tE7MF-t ;tiff - - - - - -
_ _ EAR Cik��eT EMiF>
TYPICAL VALL SECTION ,
►� r
PLANS REVIEWED "�A
•w DATE9 ? - —=
BUILDING DEPT.APPR }
7R
Certified for compliance with the wind load provisions of Standard Building A I GH I I cc L I ?
SMOKE DETECTORS SHALL B-1
CTR1C Cade(SBC) Section 1205,` 1991-editiol including 1992 and 993 ad4ndums.
SCALE: _ i tt APPROVED BY: DRAWN BY
- _POWERED (AC) IN AU. Ew cON$TRUDflO -= Other design elements shall /e ibility of the contracr"` DATE
REVISED
1
_ r/ < - - 'fir
_ ssr ,. ` `w'• - DIPIGNUM
- _ -- - - - - - - - - - -
dames Ca 4, P�� -Date 1RAW8ER
N 2507 ` ' -
1S X24 a _ FT_y G4 No.tooON CELARFRN4T. _ - _ - - - _ - --- -
f
�=`� � ` � -� 1 r .s -- : -
3 -'S -
ti �H
I SN
(off` t►apooh .,... __. _� '�
IL __ _ Gi2O" . 4`= gnJ, 1 [ii -
- - I U I Ry man Constructer Inc.
" if4 2.w r�
t5tR6 Za �Ea& oa Co^"? 't r,Lu �► # 035134
E
cn PORCH fir
` 4 r 3 -tom(:( i y1 . +Jr QP bAf� 'p 4.
i !
BAT N b' L iv(NG AREA 1309
L I UV1NG // • GARAGE• ROOM 337
CO
127__ - Tc44 I793c4 :- -
S - - - S - -* t / j . _.ter►
tit Certified for compliance with the wind load provisions of Standard Building
DI
i = N N 5w� i ScAI�
i{s Code (SBC) Section 1205, 1991 edition including 1992 and 199 addendum;
` Vi + - Q Other design elements shall be th res si ' ity of)he contractor
€ t 1 ( s
. -y James Catalano," . Date- - -z- 0 0 13-g-
3
1
- - - - - - - - S - -
= o c5 E I -
- - I -
1 - - - -
- GARAGE: J - - - - - -- -
- - - - - • 1 -- - - - -
113
' sj 6f f /074 7, 5L7+ R D APP OVE BY: r
SCALE' V Ai � � - DRA Wff Bl' ��
7 DATE: . • - tr+ 3 �#"4tr44A
REVISED
F[ _ 1i /� n
� Mecr1 I
r r
; - - - - l/L ".? o' . - - - - -
DRAWMIG NUMBER
i!X 24 _ PRINTED ON NO-100Mi CLEARPRINT t - - - - - - - - - -_ -_ - - _ - - __ _ _