Home Plans REVISIONS SY
'441N4LI✓5 -To Md-?e-44 ^.,M -,:�AmFur
7/160 OSS ROOF DECK. MAIL j 6. OC <ON EDGES. IV OC IN FIELD (UNO) '
WITH 8d COMMONS.
JR-10 lNSUL..
HDPT`I W/(8)8d EACH TRUSS (; •�
i .
• � U
J�FJy
EXCEPTION: JACKS 7' LONG BUtid'
AND SHORTER MAY BE / j.4II Gam LI H G•W•B.
FASTENED TO TOP PLATE '�
W/ONLY (3)1 Od TOE-NAILS.
DOUBLE 2x(oNO. 2 SYP TOP —1
r-A`I I pi"n A E. FASTEN W/(2) ROWS 10d ,
N't$b ��F1=1T 160 OC STAGGERED (UNO). MIN 24-vj0II
* Pw Lnd.5n. LAP WD �i 1. T•I'l l TOP PILATE TO TH I STUD WI0d IN TH TPP
7/16 OSB OVER 2x ro�{Fg4 vvs �
O 12 OC. FASTEN OSS W/8d
W/(10)8d ON EVERY OTHER STUD
6. OC ON EDGES, '6.- OC IN FIELD.
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2x NO. 2 SYP PT BOTTOM_PLATE
BOTTOM PLATE TO STUD W/TPP4 X lou Q z
0 NEii�r OTHER STUD 1/2- ANCHOR T=W/2'SO is 1/d' WASHER
AT 48' OC or FAS3 W/(6)1 Od AT 24. OC. a+ z
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APPROVED
r N f CITY OF ATLANTIC BEACH
BUILDING OFFICE
JUN 01 2001
DRAWN
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0 APP DATE
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I ID'G• O 1`} �x Iri'T' �• C/v' R O V E b L� D
Q- CITY OF ATLANTIC BEACH
PLA"ING& ZQNINr,,OFFICE SCALE
AS S How N
U 1 200 JOB NO.
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SHEET
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OF SHEETS
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500199 N TD MA*414 ^,,M 13MF-T REVISIONS eY
7/16. OSB ROOF DECK. NAIL 6. OC
_ ON EDGES. Iz• OC IN FIELD (UNO)
TRU 2 TO 11EADER (SEC
WITH 8d COMMONS.
SCHEDULE Dn a ru s / STI) y
� 34 (NSU L. � ...
HEADER PER STRUCTURAL PLAN. - til I C�Z . ,
BUILT-UP OR BOXED COLUMN MAY WALL- -,y-,,Tam W/(8)8d EACH - MAY
(2)RTPGA824 11/(24)10d FIF USED IN LIEU OF 4x4 OR 6x6. 1=1 NI�l iL T't Z�c I D ►Q6,F'f '(�
FROM BEAM TO POST I-W-L �C��toH 2 x t 0 S. .P ib 2 Y o At14n�1C 0
(OR EQUAL VALUE) USE 3p17 /2 SYP OR 4ply /2 SPF 2x4 l): . „ 8CI1
CENTER STRAP ® JOINT. BUILT-UP COLUMN LLO 4z4
s�/„Iu��F�., EXCEPTION: JACKS 7 LONG / 1�/r1""T�RS �, Zgu�•a• .. o .;`i
Building
USE 4ply #2 SYP OR 4ply /2 SPF 2z8 , AND SHORTER MAY BE
1 I Pfz D POS E an
/�I �0 H& 6-W-0.
12 PT SYP 4x4 POST BUILT-UP COLUMN LLO Bz6 1 QG serico R�I�o FASTENED TO TOP PLATE '� OUT 15,UILVI 1466
(U.N.O. ON STRUCTURAL 167TRAP I W/ONLY (3)10d TOENAILS.
DOUBLE 20 NO. 2 SYP TOP
PLAN) -COLUMNS 1-t. a 6Y)bS .(,�,�, 1 5 r�1-p11
GREATER THAN 10' OR I loci NAILS Ilo•0.:�
1.
THOSE SUPPORTING �/.����SG1/► � I E. FASTEN W/(2) ROWS Od
ENGINEERED SUPPORTING
WOOD R-30 1 N QJL. -� 16. OC STAGGERED (UNO). MAIN 240
��g y,T, PLATU
SYPPROD6x6 POST OR () w/,x2'lx<%a,g. Io d NAqt- l PL �I T•I•I 4 i TOP PLATE TO LAP WITH STUD WITIN H TPP4
PLY BUILT-UP 2x8 /2 (2) /2 SPF 2x4 • EA. $,i I G�l`!T. A1.u11 /�'Z. PV�wP t
PT SYP COLUMN. CORNER LLO. 4x4 POST. USE ►►�}�73K® 2 °'`" 1 `'V 7/16* OSB OVER 2x4 SPF STUDS W 10 Bd ON EVERY OTHER STUD �y.�
(3) /2 SPF 2z4'S • CORNERS a G M u W/4,>® L ��tl l EL fr7 0 160 OC. FASTEN OSB W/8d /(
DIRECTLY BENEATH BEAM q0--O•G.1rIU.ALL • • . F ------ I 0 G V
POST TO SLAB WHEN 6x8 IS SPECIFIED. r I,L,uv Po 2 6 OC ON EDGES. '6. OC IN FIELD. ,o Dr7I Tla1./
CONNECTION WITH AHP44 G��C I MR
OR ABP88 1// (12) 18d I
OR SGP3 X/ (14) 18d
(OR EQUAL VALUE) 3*G• ..f(1•1.{, - - , -
` • , I �-t"uGco I F4 15 K N I N
• �A'1-K 1 To KI ATre-tl
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16 00
n r CVS 00
< \ ` �A.P.A. OR TECO � _ v '
T/�/ / \\� RATED sHEAtxnrc • 2x4 NO. 2 SYP PT BOTTOM PLATES O �,
��� /y�" FOOTING (SEE FOUNDATION �SEc�� BOTTOM PLATE TO STUD W P4 1 Y 14 V� 'T �
PLAN FOR SIZE) W/(1 O)8d CTSS t��it ncic i u 2 'y 3 ;A � ,o
�'YP. PORCH POST & �,T, BOXED 1 L � P,-r� I.-JAL-L- ZrION 1/20 IWCHOR BOLT W/20SO x 1/80 WASHER I A v M
TEAM FRAMING DETAIL COLUMN DETAIL 2 I AT 48 OC or FAS3 W/(6)10d AT 24 OC. i
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6(P16AL WALL SMCT1 ON
1 I/Z n a • O N &SHEAR WALL WITH 1/2' CDx OR 7/16•OSB,
II t tl ' 11 1 q' li ___.. ___._-._..M._....____._w..._.---__ _ �t___ ________,__ __ OVER SPF#2 STUDS AND"NAILVNITHed
15 0 _ 3 5 • �no" -� 2'QIP Z'�t la
_ ____ _ _ . .._ _.. ._....._.._._..__ _..._...___-- .___-___. COMMON WIRE NAILS AT 6' 0 C. EDGES-
- - -
1 t1 I II I II I 11 , it I_ II " I AND 12' O.C. FlELDINSTALL SPI=•�2 '
2101 t E� 3'-01' '•I • I o - SLZ'- (0"t, -0 2 -� �{ -o 5Q 1 Lll Eot• I o 0
_ _.__ BLOCIONG AT ALL HORIZONTAL-JOINTS
71
AND INSTALL SEMCO SGP2 WITH.1/2' O.C.
}(1 0 ANCHOR BOLT AND (14) 16d NAILS AT Pi
_ EACH END OF SHEAR WALL (WALL
J ° i I J' ?J� - ' !� ,? 1 J 1 Q �. SEGMENT INDICATED WITH DASHED LINE).
SHEARWALL AS ABOVE EXCEPT NAIL WITH
l I 8d COMMON WIRE NAILS AT 3' O.C. EDGES
AND 12' O.C. FIELD (WALL SEGMENT
1 ,
CL — -- --) _- -- - INDICATED WITH DASHED UNE).
ii I I i 1 � t.v � ff I 1�U1 `
.�. I
- �• 0 INDICATES 1 PIECE SEMCO SGP2 WITH 1/2"
CD 4-1 0 ANCHOR BOLT AND (14) - 16d NAILS OR
PUP 18.
i -rue a�q N {
-t- ► -• I + 1 PIECE SEMCO RTPGA82;4 WITH (20) 10d
KI N E� � I z
kf ¢ NAILS. O
W I N t7(,9{.J -t t1! Q
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_ _ CX P51V N6n 60q�T(�UC-Ti AS ��We w N
APPROVED
GTY OF'-ATLANTIC--BEACH- .._.__ APPRQVr?D `iD JDs NO.
BUILDING OFFICE CITY OF ATLANTIC BEACH
J 4 0 2
PLANNING >G ZONING OFFICE SHEET
20 ,
H02201
LDo PL AN 1,411 = I .alt By:
OF 5 SHEETS
REVISIONS BY
-- ' IV^IL ROOF 5HEATHING
RAFTERS, SEE ROOF HURRICANE CLIP. I 2x-}�OVTLOOKERS : 46ABLE END w/ IDd
• FRAMING PLAN '��MGo' �Dr�1 •--• •24 o.c. I/Z' COX ROOF SHEATHING
S IPG 5E-MCIO, HGPLR TER
(R � f�A�I•�R I NAILS
4 PG5 IZd Z•x4' BRAGI ,� 3Z' o c.
I NAILS
EMS
• •• •• • I BALLOON FRAME 2-16d
GABLE END NAIL'
x
Q
NAILS
�- 2x6 COLLAR TIES w/ I
6-124 NAILS EACH END,
O 241 OC I I GEILINb J015T
CENTER 2x� BLOCKING
ON SHEATHING JOINT
r7 NOTE: . COLLAR TIE TO BE LOCATED =� �'x4"x6'=o' MIN BRACE • 52"o c.
N NO HIGHER THAN 2/3 THE TOTAL
�
HEIGHT OF '1}iE RAFTER � G5cf�•t-�M NAILED TO EACH TRU55/J015T
HE GH
w/ 2-16d NAILS
RAFTER
'
BEARING
GABLE END BRACING DETAIL .�
COLLAR TIES. TYPICAL O
z °°
V N 00
A t•1
TAIL TRUSS TO TOP PLATE WNTM NOPTt ., w
12{• OC 4A (msss r L ONC ANO N
SCALE: NTS SIIORTE WY 'FASTENED TO TOP PLATE
1NTN ONLY (3)100 TOE 1MLS. `� a
` W
MQ. 2 SYP N[ 5t2 pm Pelt rakwc PLAN NLAIBER - �)
Ka1C S1LA5K94 STUDS. OUARM Z
CALLOUT ON N ,Z
F CALLOUT pN 1�1 O
I rRAM BE7AAL 6)
-. iR1;11� 5
AD MICCNT CRIPPLES pp KNGS,
AND KNOS ALL CRIPPLES TO
OM PLAT TO IN �(,�� _.
3 %(z) IN
. NAIL ALL 1/2"CDX PLYWOOD ROOF SHEATHING w/8d I „
COMMON WIRE NAILS @ 6"o.c. EDGES AND 6'o.c. `
FIELD. DECREASE SPACING TO 4'o.c. OVER GABLE
/ ENDS. , J USS on Am nam OrmawL
13mvt1o116 ONLY A6 10. ON
/OYMNT'fET AOM IRA11T110 MAX
IIOOT04 (SEE TYPICAL
IIAII SECTION)
�,4N-i"I LEvCR TYPICAL HEADER FRAMING DETAIL
Go N N ge-T To t5xlsT-
�---- 2 I O L-G Jot ST
II
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Ooh M I N� � L,dcN. %qIl = I ' - oil
4 fzoUT M I N. �" I NTo �cls'i"•
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OAT2 gI.211 2 q 28 E
of
SCALE
AS SMO W N
JOB NO.
SHEET
LN rev tea '' I'-o''
OF SHEETS
NATIO"P9ffMAJr NO. 185A-2406••n
REVISIONS BY
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_ -- - SCALE
r_I I JOB NO.
I SHEET
OF S SHEETS
REVISIONS BY
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ELECTRICAL LEGEND
I 03 1IAPY DUPLEX RECLPTACLe 5IN4LE 1'OLe eu11Tc11 i+
1 1> C � IfOY DUPLEX IR WICKED ;i� )WAY aWTCN Q
10V DUPLEX GROUND FAULT na SWTCN WITH DItF1ER v Or 110V DUPLEX WATER PROOF
2;VV RECEPTACLE m EXHAUST FAN }
COUNTER TOP DUPLEX Q PAN/LIGHT COM O
RECEPTACLE MOWTED • 42•AFF.
64
❑J ANCTION DOX UJ
` � \ Ox FLOOR MOUNT RECCPTACLC do SMOKE DETECTOR m
1
DEDICATED CIRCUIT M CADLe iV
N (�\ }`
l l� CE0.N6 MOUNT "CANDESCENT A m4" -(_ M /J
WALL MOUNT NCAIaDESCENT CP 016COMECT
Q METER 'i►i!` \1
V
RECESSED INCANDESCENT ,•,.t
- THERMOSTAT
El� WATER PROOF INCANDESCENT �
/ � Q SPEAKER
/
EYEBALL m ELECTRICAL PANEL '`O 7'
EXTERIOR FLOOD LIGHTS ® U CEILNG FAN(rM-WIRE) s') L�
®wr FLUORESCENT TUBE , I
(M W111FACE OR PENDANT ,tiYL 0
\T11V MOlt1T TRACK LIGHTS IL
wp• Q
OAAwN
Pro LtCot4-rS SEES 8
CHECKEO
OATS
SCALE
A6 414 IOW N
JOB NO.
SHEET
�--�G� RIGAL �LGbF� i�L�•N
OR SHEETS