Sevilla Boulevard 1909 METAL DRIP OVER IxU
r , p I X OVER 2XG RT r
r
FASCIA
7 to, P L
10' P L
8` PL
/
A
C PLYWD , IX4 FRIEZE OVER
s
� f X 2 SPACIERS W/ • . 4�� BANDING TY P. AT
2 �
SOFFIT W/ Cr
- ,, 4 _ SIDE 0& REAR DOORS
1 ROWN 4 X 4 POST TYP &
4 X 4 DIAMOND S4S R.W. VIAND
r VENTS
2 SOFFIT DETAIL ;
;•_.. REAR.
ELEVATION
• r
r
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r r
Z__K_ r
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f�pSEMENT
9:p-
0
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r f
pGE r O
pRog4 o O IO'p
r `y \24.0 to _ l 12'P LOT 6
0 0
f r 12'P 12'P
. 1
xA o
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o
12'p I6 P
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NGS x 10' PL 10' PL
cr(]iQr�� IO'p 12'P 2:5,
.. '1 !"�! O � LOT 7
12"P 42"0 a' PL_
RES.
12*G Iz
Li Ci ® L �
CONC. DRIVE ,~o
EXP. A G G. ® ® ® Lj
TREE LEGEND LOT 9 I9P `
0 LIVE OAK ti o Li LJ �
P PALM \
G SWEET GUM ® ® ® Ll
.'
• O EXIST. TREE � �
EXIST. TREE
TO BE REMOVED
UOT PLAN
• - P 16�° X 70 32-PANEL ( N
F ���- 2.01 2 �• STEEL GARAGE DOOR RIGHT SIDE ELEVATION
'� g APPROVED DIG OFFICE
D�
-*6-- SE`ALLA GligDrN3I UN #1 /1/�'+U CITY OF ANG F BEACH
t9Tk/4 hb«Y
U1l 2 319 5
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8- 0
. 4 •��ttat�G � t /
:. 13' P L .
gi
10' PL
L
T Y P _
STEVE RESIDENCE
eX e ST UCCO BAND
a,.
y
ROBINSON , DEVELOPMENT , CORP.
a BANDING DETAIL - FRONT' - X1358 HONEYTREE LANE N.
I WINDOWS ONLY y: _
- - JACKSONVILLE , FL 32225 -
r FRONT ELEVATION
,Y G^GCQ 14361
.E`i •_j tr r,',;. R. -r a s s - - ' .. -.. - _ '• _ _ .. SHEET I OF .. '
r..::; r it R,.B. - � .. '� 'lr•y � r ._!• - •. - 1 - ' ... _ - ' - - - .. ,+. t _ .. ���
i y { . 4� ..,. .. .• .. .. .. � fir_-x
�- mak, -. _ '.,- .e•—� ,•#''• N-.
,�l+r,�. :- :"•.3i:�t-�(!'7 a.1L l:..y yrr r.>' ^. ..�'Wf. .. ., i`-.r+ . '.�c ... - ...wY - ... .. c.+ .�•: _
TO
8,_ o,o A }
vlzl
12
17
it 13 PL
lxl
10 PL
8' PL
L , _ J
E�5
BUILDING
-- - SECTION C
BUILDING SECTION
BUILDING SECTION E
12.
17
10' PL 10' PL 1.2
4
g' P L `
LL-Lu
BUILDING SECTION A BUILDING SECTION B -
A
B
STEVE RESIDENCE
ROBINSON DEVELOPMENT CORP.
11358 HONEYTREE LANE N.
LEFT SIDE ELEVATION JACKSONVILLE .) FL 32225
CGCO14361
SHEETZ OF _
r �
s cI_auA A f T LB Yri t R3281I)ENCR S%mUCTURA SMEAR "Llm8 FRAMING
/`oo F' fru SscS V Yt1rQPP'" 5el�eJuA � 7ZP Pl�1 THE SMEAR. .aLL.S rR
.AXING TAHLR WAS NSTASLxSHED ASSUMING THE
FOLLOWING C=TERIA UNLESS NOTED OTHERWISE IN THE TABLE:--
A) WOOD SHRATHINCi TO STUDS NAILING SMALL BE 8D COMMON NAILS.
H) GYP. HD. TO STUDS NAILING SHALL BE 7/160' DIA.X1 3/ 10 LONG
DIAMOND POINT GALV.
�l.�y �Q C� SOLE PLATE--SLAB ANCHORS SHALL HE 1/2" DIA.%$" LONG A36 J-BOLTS 1 3! 8" I 6,- 10/, ' 4 22'� 6"
Q "
�• [J / � v ,¢ ' FOR EXTERIOR WALLS AND 1/2DIA.X7" LONG EX13ANSION SOLTS FOR
oR b�5 G NR Ti 4 N (1 b 5) To 14TE INTERIOR SRARING WALLS-
DESIGNATxON REQUIRED SINGLE OR SHEATHING WALL SOLE PLA
TE
121- 4 4Y 4 5 - 4 4 - 4 4- o 2- 10" , 9-0
5nZ. , l. su. , j-A SHEATHING DOUBLE TO STUDS TO SLAB ANCHOR 1
TztWiT5�TG-HI, O -Arj O � u O-C OY SHEATHING NAIL 13PACINA BOLTS SPACING
76-H-L/T7-lilrT8-dL, S t",.F
OIL- aver
Ts +1,Tg-1�4, To Ail ( SC�"cp 5t
7/1&0s$ r.
r9-NL/Tq,TiZ-Nn, cP� SING► Cv /IZ $ a��'
Ti z.-hi-,T►z-H3,"rlil� �i�#) w �' 2840 W1 2840 W/ I o
ri�_ HL -Tt3-H3,Ttq 51$ �'IP'BD' �OUgLC Z4 /7r z60.�. �8 _!q -CIR 28 �4-CIR ! '�
7A 5 alocxED I
reviI SCGcL t ' i 1
� Itis teYio,✓ vtur Lo beuyirill S�,eaY wH2Q.l 51�2� b� C`c1wHe�C<cQ � h\m` I I I
TS-1� Ss- g9na9t HIa• "S;v, asw+
5cwwe as cabaye tofo�f S�n� . niv�ra �S g�„�,.r��ts� dcCs�;_.{�„E: 0 siert -tS POs c(J 4sY�s 1�OC���tn'►
ti, T HI ,i1u 5
T I ADDITIONAL NoT 3-- +
1. SPOTS CLOUDED AS Z.-----�' zNDICATE LOCATIONS WHERE STUDS FA M�I LY '' I 0 I V
SHALL HE ANCHORED AT TOP AND BOTTOM AS SHOWN ON DETAIL 'A" OF l o!O/I 2 51 V 14T. CLG. I I
CAR P. I
2. SPOTS CLOUDED AS C�D S
INDICATES LOCATIONS WHERE JAMB STUDS u - p
$UiAYaL HE AhTCgOREn AT .TOP AN9_.P�arS�M�S.SE(OW ..-DNIJ
_ T/iIL-.`'. OF '`�A� (n� `n ' I 2Q5o IW/ 16" F. G. f ; I
NIA
1-1u GTA, 71 S 915-13� MT L S 8 r NIA MTf28 51r►+pS�:, k aW' a. SEs $HE$'r }9 FOR REQUIRED MODELS AND LOCATIONS oP HOLD DOWNS.
C,iroLf--r "Sim u�-$1, I a)0t.ria Svypoyta: NIN � Nf 28 I
4. ALX. EY'X'ERIOR WALL OPEGS OTHER THAN THESE MENTIONED ABOVE t I
's S t S SHALL HAVE THEIR JAMES STRAPPED TO THEIR HEADERS AS SHOWN ON I• O i I
DETAIL " Ci " OF SHEET I AV,5. y'S. ALL sX�ERIOR DOORS AND WINDOWS INCLUDING BUT NOT LxMITED TO I I I
I
METAL, GLASS, SILLS• THRESHOLDS, STOPS, HARDWARE, MULLIONS, .ETC, I t I N. y
SHALL BE ABLE TO WITHSTAND A MINIMUM SUSTAINED WIND PRESSURE OF I t '
3a PSF ACTING NORMAL TO THE PLANE OY THE OPENING- BED 3I iv LANAI
" 'Mt' a r ALL SHALL HAVE THEIR SUPPORTING STUDS STRAPPED I I ! B R K 28 ST. 1 16" F G.
See r-jKst ft�►�cf—r-q 63 �LP F a. EXTERIOR WALLS $ CLG. CAR P. 1 1 IG CLG.
TO TOP FLATES W/ MODEL NO. SPI, "SIMPSON STRONG TIE", ON I(p" O.C. '
ty-m's OR AT EVERx SIN&LE _ _ .—IQICLG. �VIN. I LT.
STUD AND TO BOTTOM PLATE W/ MODEL NO. SP1 � '
1 "N/Pt 1 S lM�►�a�ed�, +JA&�I � Mfl""t bnG CIAOS'.r, U�fi t0 ALUP Pyr; "SIMPSON STRONG TIE 11, AT THE SAME SPACING OUTLINED ABOVE. O ( 2-2850 W/ II G" F. G. I
CotiNec� ��ASS o��Y�ct!r bu 5 Ort,,....•1 It"41 .
�P cr "PP .. 7. ROOF TRUSSES SHALL HM STRAPPED TO TOP PLATES OP BEARING WALLS it 11
AS SHOWN Obi SCHEDULE "A" ON SHEET #3 . STRAPPING WILL. BE ADEQUATE" -� � GD
TO RESIST SMEAR FORCES ACTING Sn=TANEOUSLY WITH UPLIFT FORCES. I'� 28 S T.
! 3'- 10" 1 LT. O i
i
,
R-30 INSULATI ON I 5'- 4, 3'- 4n -2'
- I KI T o LIVING I i
FIBERGLASS SH1NG.7L _ � ()VER ►5# FELT � � 2 I Io' CLG. VIN. � = Io CLC. , CARP
�} „ (^ _
OVER % O E .JV -R V� F1 ' )'.) r TRU 3 ` � ` g I a ' 1 °° I I I I
�� i
2 - Zx4 #2 S`� P TOP ` o e I 13rv2„ ion 11 - 10" I I 14 d"
as � P H-CLIP EA. TRUSS 1 I I21 t I MST F _ I �I
u i .. � CV _ � BZIQ' TRAY CEG. I 1
SEG TABLE f� A60Y E � I O -� I Q i
Ele Ia ►1$�.. -- _ _ F*Q'� MOVE L 00- R CQ U W� art,° s p 2r 2° "r'n — - _� �O 1 I CARP.
� !
3�Ie Iz r31 q3 -� ml i o 2° _� 1 I x _ I / ` t l.
O ��
h 4j S � ! i
P'�-. 6-DUW r I �, 11 O ,�' W 6,
I to V" P� _--- - I �J 5 5. `�i __ 6 0 `rn rn 2$ I I
7-) SEE SEE SOFFIT DETAIL �� j I r -- 2
C 1 x-301 pts S H T 3 - - -- i
� I 7, o rr 2 2g
X3xt4
— ------ I --- — _
1�4' - -- 2 4" � D I N I N G .¢� ' ► LG
R -II BATT INSULATION _ I � � � to CLG. , CARP. 2 2
j
O 8' CLG., CARP. tv r I I
I
I I�0" �I 2CD
6 r 6 - 4 I I - G b - 0 - 0 2-0 S - 4 2-0
} f_ _ , i I I - -�
i L ! `� _o
STUCCO OVER GALV MTL I i� - 2 I
11+111
LATHE OVER 15* FELT OVER
OSB SHEATHING OVER { I 28 ST !
W X201 2x4 42 SPF STUDS I G--PNL
Mb 2 --3060 EB
--- I
i I 3056 EG
3° ST. G PNL. TEMP. ;
12" S.L .
r tZ I & 5320 E.E. F G,
1
i 4r-8„
_
t
NET A/C 1901 SF
F � eL �ub� �►e =-Ps O I i I GARAGE 424
C N-T� s 2 x 4 P.,,T. fit'_ WW/
x 8 A.B. S , 4 O.C. I wl 01 ► I LANAI 155
cv 3 6
o AS O� AM EZ ON 7A61t I cvl O ENTRY
"' ► ! _o
� T. U. R. 2516 SF
6 MIL VISQUEEN V- 8.
I I 20�0" ; I
N rw5 1
= ` EM n E1 perp �," TtJ�7i S l/)►3
SEE FOUNDATION PLAN
SH T - ----
# - 305G E.B.
I
12' 0" '' 1 I'-4" 1 6'- 0" 15'- 0" G,,,
8-0 � s
--- - 74
TYPICAL WALL SECTION 55'- 4''
-. ._ _--. _ . _ -_-- ---- STEVE R E 5.
FLOOR PLAN ROBINSON DEVELOPMENT CORP.
( ( 358 HONEYTREE LANE N .
Omar*
JACKSONV I LLE , FL 32225
CGC014361
SHEETS 0F
55 - 4,r
12'- 4„ 41- 4N 5 - 0 4 - 4 4'- 0" 2'- 10" 22 6,r
NOTES ON HOLD DOWNS AND ANCHOR BOLTS:-
955 005 5LA13 ♦tI K 10" W Im -
, �� 1) For exterior walls, use 1/2" die x8" long A36 1--bolts �Dz
12-2-__ -------___-- exterior galls or 1/2" dia.x7" long expansion bolts( unlesjs 64FMb� C CC i! x&4l°b W.W,H.
noted otherwise) for interior bearing Malls.
I • + t i I Q � �-• -
��i 2. For spacing of bolts see framing schedule titled, "TABL.E FOR / (oX�vx I�o 144F.RESIDENCE STRUCTURE SHEAR WALLS FRAMING" ,ON SHEET #3
- •Q
3. ,All bolts shall have 2" DIA. 'xl/811 thick steel washers to N �ED C� Com. mr, "�-
' - - - 3 L - - - - v I ' separate bolt heads or nuts from good,
p Coo.
1 I I 4. Table for hold downs requirements :- IZ"
61 j I I I I
Designation Hold Down Model Number Of Studs Anchor Rtod1ZI,�
Required Penetration _5RNC D UW O -S 0113 D E~-A1L
In Concr-ete C N•T• 57
INYGRIoR 5T6p Dowrd
• I I ` I �� �Tr2Z
- - _ - I 1
' O -5Wpsvti. str�,5 re
' o '
� Tcao CZ) I Z ( Nr7.5)
- - - ---- - - -- I I 24 X 24 X 12rr COMP. FTG. I .
� W/ 3 - #5 RODSG" O.C. E.W.
I I \ I L
9„�oH� cpox �i'OuC�Q ctin�JAOY- Y•oA1
a o
• I I ' ' \ I I S. All interior concrete footings , Other than these mentioned on 5q� � QQ bt
I I L - - \ Q ��I sheat rM3 , and are supporting bearing malls, ,shall be anahrored to P 2X4 S{,udS
1 I ( \ \ L , J L the sola plate of the supported walls r/ 1/2" dia.x7" long gyp• o�nci+uyI•� Eo 51x,4, w/ p� ►g"o•c•
N I bolts on 48" o.c. •�Z�� xxp s►� &olts� PAA
I \ 4 CONC. SLAB ! o� P �ScaU.%E 6'„ ,
BROOM FIN. - - oIt as �k„�, s►.�.t 6X&A0/i0KUR "
1 1 ' -#4 R 0 D E M B E D E D IN FTG. W/ n l�.<�, ;s s»�tk�) o'-o'
rr ,, I I N � �.�.ti ere�o�v + cocaF1c.StA,�• W��,(`q6
"n I l2 X 8 ANCHOR BOLT 48 O.C.
GR As SVIWWars
O� AS S00WO oN Stt ETI t e. �sE SP0I6-12)
-told cow~"
• I M1 I\ I I �--�--� I i ►T(3D CuN. uEI1.o1WHO-.1.
.P.�..
#4 Rel) Hdr/a.
crow)
L - - _ _ _ - - - - - - - - -- - - - - _ - �.
Z11rCR109 7t-JENED s[f)t9 DEM1 _ gNC,H,�,l�i 1*4 rDJP 18o•c-
I I �`� � I I _ ..• CN•r s� vert;c�-P•o� cr"
COiylErr
I
i _azo xloCt)
4" FI BERM IX CONC. SLAB OVER
a . Cw)
Howoom INSTAU AMN AT SL "N-GRADE MUNDA' 4 FnON wI
6 MIL VISQUEEN VAPOR BARRIER OVER I I
. --- • •�`--- � CLEAN , COMPACTED ., TREATED SOIL I I oI _�EE Tagg r-aR NOW r�orcns R�U1rtFM�
r Fog M011C N4- �Dl1NVA1160 VE
I I • DESIGN CRITERIA
I I I �
INTERIOR BEARING '�,�.ALL i
1. Live Loads
` IQ -
r� I I F U U N DAT I ON T Y P. I i i . . . .20#` S Ft. 9. All reinforcing details shall conform to Manual of
1 _ � Roof. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / 4•
S E E ��1 tJ�CKlO(Z'1�\\�V(CaE� 5��� �C-TAI�`• - - Standard Practice for detailing reinforced concrete
J i 2. Wind Loads_ structures ACI 315 latest edition, unless detailed
r - • •
\ otherwise on the structural
_ t Drawings.
Wind Velocity. (Per SBC-1991 Edition) . . . . . . . . .100 Mph
r \ I 10. All concrete work shall be in accordance with "the
r
3. Seismic Load (per-SBC-1991 Edition) . . . . . ,- _ . - - - - - •Zone"0�• building code requirements for concrete" ACI 318 latest
C 1 edition, and specifications for structural concrete
GENERLL,STRUCTURAL NOTES for buildings" ACI 301.
„ I 1 1. It is the intent of the Engineer that this work be in
8 CMU FOUND. WALL ON r ( � � I I conformance with all re
20'r X 10'` CONC. FTG. W I 1 requirements type
of the auction :.es
/ having jurisdiction
over this type of construction and MA D_M
occupancy. All Contractors shill do their work in
T conformance with all applicable codes an( re -alatior,a. I. Concrete mason units shall be ASTM C90-75, hollow
2 - #5 RODS CONT- I �;r) T I I - g
FILL ALL CELLS W �C O N C R E T E r ^ - _. _ load-Hearing Concrete Masonry Units, Type 1, Grade N-1,
2
I I / I r I - I I yr . The Contractor shall verify all conditions and normal weight, with a minimum compressive strength of
I I v N I I dimensions at the job site prior to commrencing work. 2000 psi (f'm=1350 Psi) -
21 3. Contractor shall supply, locate and buil(3 into the work
I I I i I I
all inserts, anchors, angles, plates, openings, 2. Mortar shall conform to ASTM C270 and be of type M or
sleeves, hangers, slab depressions, and pitches as may S.
I 1 I I I I I I I be required to attach and accommodate Other work.
I I I t 3. Horizontal masonry joints reinforcement :hall be
00 I i 4. These documents are the property of the Engineer and galvanized truss-type with 6" lap at all splices and
may not be used or reproduced without ex1pressed written placed at every other block course, maximum 16" o.c.
consent of the Engineer.
_ I WQQ]2 FRAMING
Z -- 1 -" 5. All details and sections shown on the, drawings are
I intended to be typical and shall be oon%t,rued to apply 1. All wood framing shall be fabricated ahJ installed per
to any similar situation elsewhere in the work except RITC and TPI and National Design specifications for
where a different detail is shown. Wood Construction.
I I N I 6. Subsurface soil condition information is not available. 2- All structural wood members shall have the following
Foundations are designed for a 2500 ps,f soil bearing minimum design values:
f�zpr
capacity. Contractor shall report any differing
+ I I
THICKENED SLAB AT f y'
I
GARAGE DOOR conditions to the Designer prior to commencing work. Sawn Lumber (SYP #2) Lam. Veneer Lumber
I 7. It is the Contractor's sole responsibility to determine Fb 1,500 psi Fb 2,900 psi `l
I 1 I I I 4r_ 8rr 5�- Srr 4,� S„ erection procedure and sequence to insur% the safety of FV 90 psi FV 285 psi n
the building and its component parts during erection. Fcl 270 psi Fcl 880 psi -.1.
SLOPE I f
Fc 1,100 psi Fc 2,900 psi
E =1,500,000 psi E -2,000,000 psi
i 1
t
CONSTRUCTION NOTES:. 3. Roof & wall sheathing shall be 7/16" Oriental Strand
Boards (OSB) or better, span rated as shown on the 1
drawings.
C\J1 I - 24 FTG. AT GARAGE I Q0;
All concrete shall have a minimum of 3000 psi 4. All wood members exposed to weather or in contact with
compressive strength at 28 days. masonry, concrete or soil shall be pressure-treated.
n
5. Contractor shall provide all fastening devices
i I I 2, Footings shall bear upon undisturbed soil or upon soil
I i j g necessary and suited for each application. Fastening
I I compacted to a density of at 95$ of StaLndard Proctor subject to moisture shall be hot-dip galvanized to ASTM
t I I I I I i Maximum Dry Density (ASTM D1557) for a depth of at
1 I le4st three feet (31) below the bottom of the footing. A-153-80. Q
6. All metal connections and fabrications shall comply
- 3. All openings, trenches around or y -
affected b with A.I.S.C. specifications. Fastening subject to
MechanXcal, electrical equipment shall be verified with moisture shall be hot-dipped galvanized to ASTM A-153-
�1 I equipment purchased before proceeding 1with concrete
:O i f work affected. 80. See Schedule W Oh SIneG� 3 for Roof Trusses
strapping to top plates.
i I ' • ' 1 4. Reinforcing steel shall be ASTM A-615 Grade 60 steel
- 7. Solid block all joists and rafters at point of support.
I I -a � I conforming to ACI a01, ACI 315, ACI 318 arnd CRSI Manual
0i , of Standard Practice, latest editions.
8. Grade of lumber to be used for the fabrication of stud
1. 1 walls may be SPF #2 instead of SYP #2.
,} . N ( S. All continuous vertical and horizontal reinforcing
yr Y - steel in footings shall be lap spliced a minimum of 36
---- -- -- - - -- ---- bar diameters or 2411, whichever is 97reater unless 9. Required size and spacing of nailing shall be according
otherwise noted. to "fastening schedule-s " 4"6' 5myvA O rA
r „ r r r, / ,r
-� 6 - 0 15 - 0 I'-6
6. The minimum concrete covet far footings shall be 3
12 -r 0„ 8I-- 0 11 - 4,r
inches (min. ) for reinforcement.
' Orr Footings (To Main Reinforcement) . . . . . . . . . .. . . . . .3 inches
55
t,
Slab on Grade. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Centered
7. Horizontal beam and footing bars shall :be bent 1'-0"
around corners or corner bars with 2'-0" lap shall be
provided.
8. Contractor shall provide spacers, chairs, bolsters,
etc. necessary to support reinforcing steel. support STEVE R E S I D E N C E
.
FOUNDATION PLA N items which bear on exposed concrete sturfaces shall
have ends which are plastic tipped or stainless steel.
" - Ir ROBINSON DEVELOPMENT CORP.
11358 HONEYTREE LANE N .
JACKSONVILLE, FL 32225
CG CO1436
SHEET4 OF
� gaoF�R�si ,
Modell go -ST62Z4, "5i+�^fSi's'+S�xu�1
x x LSTAt%
x x
t ,. � �� Stau.•�tie 5 G��
x x5�bA) SPS , "S fw+PSu 5truv-� lie, 5Cr�• 011 '
x A
ar
-
' i
Ctwo)-Nz•S, s��-psi
Str�pp�
3�(2, use pefii,L��Cf;.�Xtcr�or WaU D(kn�r,Os 3E�rafQ, f3tT A4
I I
7J___— � I
n — , ,
Flo, A,,,,) �}c{,"Siwpiu„ S�cv*� I r e. toor qY'A O.t1.•r �ocat:IW„ Y11#%LVW,W
_Zo t3 o ttvti►• •E x t; Rt G4 I
�ost hose ar 'L.T'I c3)-5tudc
• sly
} Svc r s���P GONtixMou3 O'A ghee # � Of- T1,c �rGueli , . (N.-r.0to bo ltVv" ,
_ I I
r �•-R ft - .� - • I I
tsl_ria`+,e! LUV-4€,Xp.
Aticb orogfR To Ss a6 at boEt�.., i
�Moote.Q )J0-MTT2Z1
- " I
5tf+^QSV-A 5rib'A^�,�f, I
'detail 'A ", Post 15tlrAPP'x6 ft top Hm-2�dtn• I -- — — — �. _ — — — — — _ _ _ _ — — — — —
11 T
� 1 ,
91 c
I � I
j I
a I I
ROOF �a..:J Nacr snwgrrrfru 84 Nails ®4" 0.C_ A ®Q art , to N +T: SIcr I
- - - - -�- - -
�..G..
P43 nw.
CUPM To ffgf•{/1
wy�raw x-aw�o�a I
IRall-um Roof--souls SS�Sp ,fy�CML7 I
1,a+tcr;w•
ta2o�i¢ . .^��� oouwt ra••rti� I
• rvlCtriar' S4,ro,�r WwI.L �
IM NA" I I
H!all o curs b�t�+•«.. �T� '
r�F_ trutt�c wAn amal.La Banc"aaF
M
CerrCH TFLOW
14
u•acr-
rxrAW or.EM[TLMM
I
I
fI olnitY pOTVL04
TV-E�ioR 5Ht"AgWALL TO ROOF CONAWE 710N �,�,.. .+�. I I
-- pf--EEAG1 9EE1ZE3 ROOC TRussE'I I^RPMING - Ie°CNrr'E 'MOW. I
. ew.�...•oa I
ISOM T IC OF LATERAL
G TO G,4151-1== fENP
e�ul e , i, MiscaLlev,ea�� Na,LiK S���E"�U�2 TRUSS -_LL,4TFOR1`i Fi�.4r'11NCx
Conracn Fast rw Number or SPadnq �T� w 14,O e y
°L ' lve CUM
tfoECILAL
Joist to Band Joist,face nail 16d common 3 AXA�• VW'sTRCTEWAL. u r+u�>z � 2x4 SA)Znt
nt
Joist to sill or girder,toe nail 8d common 3 A=r MCN5 1*15AI'mas I I
Bridging to joist,toe nail each end 8d common 2 STMO
Ledger strip 16d common 3 at each joist I
1x8 subfloor or less to each joist,face nail 8d common 2 I I a4 x-
Over 1x8 subfloor to each joist,face nail 8d common 3 I I a 61W Ta-csrORD ce
2-inch subfloor to joist or girder, blind and face nail 16d common 2 tea nn"
owbr s yr I
Sole plate to joist or blockinti.,face nail 16d common 16"o.c. i Cow.2x4
Top or sole plate to stud,and nailed 18d common 2I I I FRON Tor TO
Stud to•sole plate,toe nail ad common 4 LJ
I I N-1 5orrc m Ct4CIRD
Doubled studs,face nail 10d common 24"o.c. ¢ ore I
Doubled top plates,face nail 10d common 16"o.c. a�d i At7[7t CNAL 7x4•a
Top plates,lap and intersections face nail — 2-16d or 3-10d commor• rpt I A-r vEFzrk=AL F
Continuous header,two pieces 16d common 16"o.c.along each edg( I 1 I lar"R WM 4•.
Ceiling joists to plate,toe nail 8d common 3 3) rrert
Continuous header to stud, toe nail 8d common 3 TYr+c`u'aT I ra FPW'1 At!'L• — — -
x-ewrcn+� y„�ac�n I I ! I I
Ceiling joists,laps over partitions,face nail — 3-16d or 4-10d commonUlm ST_ta r14_12d-,iCW
Ceiling joists to parallel rafters,face nail -- 3-19d yr 4-10d common r-' EQy�
Rafter to plate,too nail 8d common 3 I I act-ram exp Cr I I I I
1-inch brace to each stud and plate,face nail 8d common 2 / aAzx=END TFaxxs
1x9 sheathing or less to each bearing,face nail 8d common 2 � i I I
- s�� 7.4 �, {
Over 1x8 sheathing to each bearing,face nail 8d common 3 I �� -� I I
Built-up comer studs 16d common 24"o.c. a 4W ClUr- 7x4 STUDS '
Built-up girders and beams,of three members 20d common 32"o.c.at top and bottc b@4 atom 41 �'W O'G•
and staggered 2 ands
. .�wr�sr
and at each spliceJ
arrxa I I I
2-Inch Planks 16d common 2 each bearing T1tiIM _ I
Studs to sole plate,and nail 16d common 2 each end per. �•Or- � I L
J � J _ — —
Plywood and Particleboard Subflooring — T /
,> D ETA Iti " L�rTFO INC-: C�,4 L� SND
�/r6 TtiYa i9/3�
- 8d common yr 6d annular 8"a.c.edges and
or spiral thread 12"o.c.intermediate
10d common or 6"o.c.edges and
8d annular or spiral thread 6"o.c.intermediate I �
15/32", 1/2" 16 ga galvanized wire staples,3/8'• 4"o.c.edges and
minimum crown 7"o.c.intermediate
19/32",5/8'• 1 5/8"length 2 1/2"o.c.edges and
4"o.c.intermediate
Pivwood and Particleboard Roof I I
ti. I eYt era L N o tel s •
7/16a or greater 8d Common 6"o.c.edges and -- - -
94 o.c.intermediate
w�i 7�41� US� gd Lu�'w•"
1 2 . , - l I D Rooe Plr(, 'l S,VIMt 6C- 7 : I-L, Over-L- iii;iGs
SC�1F.�V1_E G4 i RECOMMENDED STUD SIZES AND SPACING I I 7-) A 1� �00 r T��4.S�S 5�� ir� 4<� P�L S �lO C C lb 0 N 2� 1,`�X, ,A N
S\�Ak 6z CEfZT17k -- 0 6Er-1I r )
WALL PLATE HEIGHT STUD SIZE SPACING I
8 FT. ,9FT T 2 X 4 16 IN. I I y t��1 SS lNJ CCK
id45FT- -C 4 RQ I+�T 2 X 6 16 IN. I I �� /
I I FofZ LU/\I tt 3PCC5 Ni91LING / • ?Cr 5GL S CS
DUTL\o G�J d �j S 1-k E G--T r
I
S CIAI-At,JZ�
FRAMING SCHEDULE FOR OPENINGS* SHALL BE AS FOLLOWS FOR ALL LOADT"
I —
BEARING WALLS EXCEPT AS OTHERWISE NOTED ON THEG I �.
i
OPENING WIDTH, "W", FEET �•� — —' '" Y" �" �'
f I
e W L• 3' 3' W �• 61 6' W 4- 10' 101/—.W Z— 12'
LINTEL 3-2 X 6's 3 -- 2 X 8's 3 - 2 X 1013 3 - 2 X 1213 ROOF P L A N
JAZ ** USE Tw() 2 STU125 OF THE SAME SIZE AS THESE OF THE
WALL, BERN CONSIDERED
*THE SCHEDULE APPLIES TO OPENINGS IN WOOD STUD WALLS ONLY• ` `J ROBINSON DEVEL1JPMENT QORP.
* Two PWeS v11-ak a YZ'rp�f.JorJ FiLle r nrtl 8a urr.�P InS�P aF �I?L A'@t
V
At nr P«1 yne,l,t,'U-de Q fi bdVe 113 58 H C N E Y T R E E LANE N .
S EJ, _S_k'A_a_6a._C�unt-offitouu. ,_rnp PLS, ru s 4 le Pt-'_t-r_-
JACKSONVI LLE FL 32225
CGCO14361
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ELECTRICAL PLAN
STEVE RESIDENCE
ROBINSON DEVELOPMENT CORP.
11358 HONEYTREE LANE N .
JACKSONVILLE , FL 32225
CGCO14361
SHEET G OF