Beach Avenue 1896 FIBERGLASS SHINGLES ON
15# FELT -
7/16" OSB SHEATH. -
STAGGER JOINTS -
INSTALL PER CODE W/ I
MET. SPACERS & 8d NAILS I
6" O.C. (4" O.G. W/IN 4-
OF GABLE ENDS) AT I F
ALL SUPPORTS - I
TRUSSES 0 24" O.C. I
� I r
HDPT2 TRUSS TIE DOWN STRAP
EA. TRUSS �-
(USE HDPTD m DOUBLE TRUSSES) I
-�
6" BATT. INSULATION b4$4'
ANOD
ALUM TPP6 SNP—TO—PL ANCHOR
DRIP I
P.T. 1X2I r rJ
� �' PRIVATE 1��1"�Nt
P.T. 2X8
FASCIA I '
R
_�� CONT. BLOCKING CUT
PERF. VINYL I BTWN. O SHEATHING
SOFFIT I JOINT
- BATT. INSUL. 1p�-9w 48' 5'-9 3/4" a
2X6 STUDS m 16" O.C.
I ' (SPIB # 2 O SHEAR 0000000
I WALLS) UPPER STORY o
STUDS TO LINE W/ oa oO-� 20 R$RL
HARDIBOARD SHAKES LOWER STORY STUDS 0 O I
I
SHEAR WALLS.
C? I P.T. WOOD
STEPS AND
O I ' LANDING I
o
o -
o
o
3/4w PLYWOOD FLOOR
GLUE do NAIL W/ t Od I
9F
-IOG
NAIL B" A.C. EDGES I
L5 I do 12" O.C. m FIELD -- I
z0 P:w� CN
4.Zr I '
ONS "
o �� o
0
o I 1 _ o I I.
0 C) I ; I _.. ., o
o I
g� w I _
xI I q N
® I ,
f FLOOR TRUSS 0 24" 0 -JL _ I ►�
O.C. PER i TRUSS
ENGINEER � _
r. o
o
I ?r CONT. BLOCKING CUT f '
It+r BTWN. 0 SHEATHING QI
I ,flrYr JOINT o O I o C� GARAGE
I !' 0 0 J.
rr o
!'r 2X6 STUDS 0 16" O.C.
?r' SPIB 4 2 0 SHEAR o
7/16 OSB SHEATH. !!: (
" , 1,l: WALLS) UPPER STORY
EDGES ,
O.C. ® GES
/ 8d NAIL 0 STUDS TO LINE W/
�r�1, LOWER STORY STUDS - ;'r t' �•
12" O.C. 0 FIELD I rrr _
STUDS MIN. I !!; SHEAR WALLS.
INSTALL PER CODE W/ I J
METAL SPACERS — ? - _..... �•� " _ -
I ! r ___......_ BATT. INSUL P.t. WOOD
l�jf. TPP6 STUD--TO-PL CONNECTOR
--
MIN 1/2* DIA. "A" BOLT ,+! '•, ,
® 48" O.C. & W/IN 6" ' 'I �•rr w -r`--- :
C
OF CORNERS, EA. SIDE I +�`r
OPENINGS & EA SIDE 'ilk 4" CONC. SLAB Wf CON '
OF PL SPLICES '# 6X6 10/10 W.W.M. �'K
ON VISQUEEN
P.T. 2X6 PL ON INSUL. I 'j r ; r� ; a CITY�P P F`O V E'D ,
16' EASEMENT , ' C.. fro• o, DUILO'NG O��I,CEACH
.A: , ,•, ' C 22' S'''• 'y, •VRI . ti...' ' N
GRADE VARIES
CLEAN, COMP., U) z 1t1QAt�R
CHEMICAL TREATED
FILL DIRT '' , ' 4 ' . . ','• _ � �''�
8" BLOCK FOUNDATION , # 4 VERT. SEE
WALL FILL ALL CELLS FOUNDATION •f,. r '
r
W/ CONC. ,y
&4A4APPROVED `
%;; }'' ' t' t�•��. 20" X 10" CONC. FTG. CITY OF ATLANTIC BEACH
W/ (3) # 5-S CONT. 5' � PLANNING &ZONING OFFICE
SEE FOUNDATION .'"•. ., '
C '4V
1.1 � � Z0�1
'4 •
WALL SECT IDN
NOT TO SCALE LOT 30, ®LOCK 1, A8 SHOWN ON
SUGGESTION
OF BEACNBIDE AS RECORDED
$TRAPPINU
ONLY - SEE ENGINEERING 14��rtHE CCUU�7 CLIC;' X>RDS S I T E P LA N &, S E C T 1 0 N
of DU UAL GOLWY, FLORIDA.
M e A&18- - 1'-0" U•O.N. Dmm ar J I M G I L L I A M wmm
• owe 09/14/2001 NONE NIl1 M 904 249 0072 '
E L I T E H 0 M E 5
mv" mmm or 5
ATLANTIC BEACH. FLORIDA ONE
! dyea� e-
I n . b .
� r
r
48'
2' 44' 2' 2' 44' 2'
5'-5" 6'-11"
CANTILEVERED
DECK P.T.
WOOD
STAIR P.T. WOOD
DI=CK
BACK DECK 10'--1" 5' 4'-6" 6'-4"
3'-10" 7'-40' 7'-2" a _ _ _-•_-. _
T 3 m 4030 2848 PR 2m4m 44 3 95
f-s 0 30.50
GARDEN
3.
I DRY I FRET=XOR MICRo►�/ L�. _._ T --�1 / "'� 1
I!2 'i
0 I� / CLO WALL .3
RU-) FUTURE BEDROOM
I 6'-6" BREAKFAST , '�
n n f 4'-$" 2'--1 w N
13'-4" I / STEP ¢ -= Q
i
L 9' 0 MASTER T 3
2'e I flat 43.86 M FUTURE
I N I / 5ATH w -- N - 4� 3� - _.____ �' --- BEDROOM `" r
DESK I r / 41NVERTEO NIP
BACK I a� KITCHEN R --
�, 2'4 Ln ; ® ENNAIRE 12' CEIL / O UTILITY t L E V. 218
-- POWDER N ELEV Q Q SINK/ I �/
'
uu 2 2'8 '
j 47.5 �— , A� ELEv 47.5 IC,[
AJC fI ._.. — IL
'� 0880 OTOR
N PIS "1'14 — L Dw �-,�N` ImIx W I c. BATH
3 a'8 0
_ARCH
I vvI I
2'4 DECOR DECOR 31-4 UP u
COL BAR �p COl- 'N
1 5. n c� 02
_— N
a O \� /
3 � I ♦ . ■ P.T.
3 -8 •
TACCESS
ET'OR. UNDER POSTS 2'8 "ry
DECOR GAS I
COLE --- FIREPLACE MASTER .: HO5E3Y
II BEDROOM l\
i I ? . 2'8 ,
III INVERTED NIP 'n I " �i >> 3 �p i I� Roots
i I I LIVING ROOM CEILING OTARTING 6 2
f LAT 9' TO MAX PER �� 3
12' CEEIL TRUSS MANUF � 3'-8" �. - J L
me8m DINING / I I'I � \ cow GUEST 4° CURB 2 ,- " � x
MUSIC ROOM
FIX / 3 FIX _ _...._.._
eg INVERTED NIP / ` I I BEDROOM cortc, RAMP - e --- - - '�
SIZE 4 SLOPE
CEILING STARTING / 1 I,I \ PER OWNER 3
AT 9' TO MAX PER / \
�n
TRUSS MANN / \ I I ,± ,•. .-
/ DECOR I :t \ 2'4 p 4POSt
a r, T 3 �-
/ COLO I I 0 0
SITTING \ I I GARAGE
/ >; i•
00
Q
7
/ PER OWNER ( FLOOR
STOR I IBATH 0 2 2'4 DRAIN c
2' 1 I \�
3' PR 2'6 3'
3' PR 2'6 -
3~ W/ 5016 FIX _ - -
TRANB 1 RANS r- -1 7 S OUTSIDE 3
ATTIC 3'_4" OWOWER ,c 4' I
" I TRAM
�1�ACCESS —� LLV W15
2'-4m L — J LOCATE 29-40
5ELCW
is
12'_4. 11a.�4" PER OU R f' - -- __ - �2 4. .._ _ _ I P.T. 6X6
ENTRY DECK P.T. bxb P.T. bX6 P.t. 4x4
NIPIRDhR - K- - I I 1 1-7- cr
LIVING DECK I BEDROOM I I I I I I 1'--10 1/2' 16'-,3" 1'-10 1/2" P.T. bXb
WATER PROOF DErX 0 P.T. 8X8 DECK I I I ( I I - - - ---- P.T. 4x4 I :r
P.T. 8X6 0,, 1 I 1 1 1 I CONT. III ex8
FOR ®EAM
PT. ,4x4
FOR>WAM _
Cli
---7
7 - `
DECK
P.T. 4X4 AB,OVVE
POSTS FOR
P.T. WOOD STAIR
STAIRS
2' 12' 20' _ 12'
2' 2' - _ --12' .... _ 20' 12' _ .. 2.
SECOND FLOOR PLAN
FIRST FLOOD PLAN
AREAS:
FIRST FLOOR HEATED 1314
SECOND FLOOR HEATED 1632 '
TOTAL HEATED 3006 F L O O R P L A N S
GARAGE 318
FRONT DECK 411 IWAL-1 4" = 1'-0' U.O.N. M+K+ I J I M G I L L I A M men,
BACK BALCONY 'T9 a►, 09/14/2001 PHONE NUMM 904 249 0072 RMED..
E L I T E H O M E S
owwm rage OF 3
ATLANTIC BEACH. FLORIDA TWO
696' kGk e_
E
i
48'
z' 44' 2'
74" x 24" x 12" FOOTI":s
wI I ll (2) #5's GACI'I
4-r P05 j
SILL SILL
o [� - -
I I I
I
DEPRESS b" I 1
FLAT
I I N I I
8'--2 1/2- 1 47.51 I
00
o -- -- - _ _ — _ I
I
Idol,
' WKEDSABeTHICKENED LWi I
L
(2) S'S cora. I I
1 I_... - - - - - - - J 1 I 161, DEEP X 20".WIDE i
1 I I �•_4" I I W/MONOLITHIC FOOTING
1
I I I 1 4" CONCRETE SLAB' I 1 (3)+S'S CONT. N
I6" $a X a" DEEP _ W/ bXb WAD W.WM. I I I
I INVERTED HIP 1 I THICKENED SLAB W/ 1 1 ON VI8QUEEN
ElI CEILING STARTING I I I (2) 3 8 CON . I I I I r I
1 AT 9' TO MAX PER
INVERTED HIP TRUSS MAr1lF I 1 I I 1 I
CEILING STARTING L_._ 1 I 1
I AT %' 70 MAX PER (
TRUSS MANUF I I 1 I
- I I 4„ CUft i l
1
I I CONC. RAMP - I
SIZE t SLOPE
II I PER OWNER I
I I a VARIES 4" TO b" I
I rl I 1
fi" I 1
I I w � .
-
__ SILL
L/-J
It
L TE ATTIC
OU M� -- —
HIP GIRDER
5" 1'-10 1/2" ---- ..__1 fi'" " 1'-10 1/2" '•�
MEAM
I*" 9GlUARE GONG. F F-. ,
I I PEDISTAL W1 (4)
•4 VERTS fff
Li L
3011 $Q X 1211 DP "'� 4
4" FOOT G WV'S S Elle 4" 5"
1'--4" 1'-4"
2' 12' 20' 12' 2'
F0UNDATION PLAN
ROOfi PLAN
FOUNDATION & ROOF PLANS
WAL-1/4§ s l'-0" U-0-N.1 DWMfff J I M G I L L I A M Rin: +
aaz: 09/14/2001r N 904 249 0072 wAsm
E L I T E . H O M E S
� DROMM ►« of a
ATLANTIC BEACH, FLORIDA THREE
C
87(o eaci/� Ave___,
IT
TYP 4 r
- � - - ��r 4A
1 1
r _ 11
I 1 T �1 11�. II. 11ll I l 1 r�j 1 r
W 1 I L. lI11 l lI 1.1 .. l l
777
CANTILEVERED BALCONY
STAIR ILELL
RE4R ELEVATION LEFT SIDE ELEVATION
ANDD ALUM ROOF
VENT WHERB 4HOIN
12
TYP 4 r"
Guardrail shall be 42 inches high.
Intermediate rails shall have a max. '
of 5 15/16 inch spaces and a
bottom horiz. rail max 1 15/16
above floor.
I
T
I--
P.T. 4X& FOR BEAM
P T. WOOD C ARAC� DO(7R M!ARING UY THR11 BOLTS
WONDI~R BOARp "CEDAR" P.T. IlJODD BACK
BRAKE SIDING TYP. STAIR STAIR CASE
CONT. P.T. 8X8
RIGHT 8IDE ELEVATION FRONT ELEVATION
E L E V A T 1 0 N S
WAL-1 4" 1*-0" U.N.1 0wM Iff J I M 0 1 L L I A M WYMM
WE 09/14/2001 904 249 0072 REVISM
E L I T E H M E S
owuwq rix OF 5
ATLANTIC BEACH, FLORIDA FOUR
f
i
TO FLOODS
TO >=LOODw � TO FLOODS
3 d 4 3 1 4 3 4 4
L-%boolt w boot l /a f'HIOT
l ca
--
I ' ,
y I _
li90
,E:
not '
.1i99
not
fan c .li90
not
I
A/� I I i I > LEV
u P w I - — \ J'�U A/G OTOF2 Tco
f � fir^
vv
A/G UP � po
Fl l.3
Floor plwg _
'Y
locates pier
.119 .1199 ----- .1;99 :
- not not not
l a ftYr
Floor plug \\I /� 2 lUW I II o
I f I locate per 2 LL
/ I I owner _. _ -
�blox
not TO FLOODS
rE Id2
II \
not I \ PLUG - lie t
I I
not not
220 VOLT 443_
\ SWITCH
/ \ RHEOSTAT SWITCH
ID (D 0 3 WAY SWITCH a
3 WAY REHOSTAT SWITCH TM
LIGHT
L ^ J 0 RECESSED LIGHT
TO FLOODS TO FLOODS WALL MOUNT LIGHT
Id2 142
photo
FLOUR. CLOSET LIGHT
_._.......__ I
_ .Gell _ .1i9 ) 1i99
not not 4' X 2' FLOUR. LIGHT
M I
FLOUR. UNDER COUNTER LIGHT
photo - - -. opener GARAGE DOOR OPENER I I I I I I I UP To
cell — fl Zp� FLOOD LIGHT - r41
to 2NDFLOOR -
O<K Vboolt m SMOKE DETECTOR
® CARBON MONOXIDE DETECTOR -
_ @Q1 WATER PROOF PLUG —
._. c.r.
❑ EXHAUST FAN
— - --- cell. CEILING FAN / LIGHT
fan
cell
PHONE
m CABLE
fan
EXHAUST FAN do LIGHT
lite
I-- -I UNDER COUNTER FLOUR.
BECOND FLOOR FIRST FLOUR .
-fan
°® EXHAUST FAN. LIGHT, do HEATER
'lite
4' X 1' FLOUR. LIGHT
ELECTRIC PLANS
CHANDELIER SO"1 4' 1'-0• U.O.N. WAM BY J I M G I L L I A M Evem
DAM- 09/14.2001 BONE NUMM 904 249 0072
E L I T E H O M E S
n mmm ►dine OF 5
A T L A N T IC B E A C H. F L O R I D AFIVE
"_. _ ..•. _ .._ __ - IIIA!J!'qSTUD TABLE
BRICK VENEER ..w
- - I. W00D f=RA77 SHALL GOMf'LY WITH:gEGTION 23 OF STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS
1" AIR SPACE THE LATEST APPROVED ADDITION OMF THE SI3G(,ODE. CEILING No. 2 SPF No. 2 SYP No. 1 SYP
T&G STURDI-FLOOR ��yD MINIMUM 12- 15d Or 2.ALL LAPS IN TOP PLATE OF BEARING,WALL5 SHALL BE HEIGHT x x x x x x l 1
DECKING NAILED AT 6"oc. L8NGTII 1 A MINIMUM OF W-O" AND NAILED WITI-H 12- 16d GOM " `l
1/2' x 10" ANCHOR BOLTS A 32" o.c. ON EDGA'S AND 12"oc. IN CUT' CUT LENGTH SHALL BE 44" 15= .131" x 3 IN THIS
w/ z" x z' x 1/9' WASHERS THE FIELD, USE 6d RING �svoTH FOR 1B" DEEP LLBJOIST DOUBLE PLATE (NAIL w/ NAILS OR 16- 3"x .131" GUN NAILS. * 8 ft. 16"oc. 24"oc. 16"oc- 24 oc. 16"0c. 24"oc.
ZONE (TOTAL) .131" X 3" 0 1 6"OC. 3.ALL GABLE ENDS 5HALL BE BALLOON FRAMED OR
SHANK OR SCREW SHANK BRACED PER DETAIL.
z x 4 - SILL ON sILLSEAL 8d COMMONS MAY ALSO BE STAGGERED
9 ft. 16"oc, 24"oc. 16"vc. 24"oc, 16"oc. 24"oc.
w/ SST- SPH4 m 32' o.c. USED. 4.ALL 5HEARWALL5 SHALL BE NAILED +
co
� weep HOLES000 4' dr GREATER AT 3" oe.OR 6 oe.
® EP HO GALV. CLASHING (A5 NOTED) ON ALL EDGES AND 12" 1
oG. INTERMEDIATE 10 ft. 16"oc. 24"oc. 16•oc. 24"oc, 16'oc. 24"oc.
oo,
MIN. SPLICE w/ad COM NAILS N•o•NJ BLOCK ALJ UNSUPPORTED
la >SJr5E-5 WITH 2x4 FLA BLOGKIN SHEARWALL5
60. 10x10 WWM OR CLEAR SHALL BE 15/32" COX OR'1/16' 058. N,O.N) 1 1 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc.
FIBERMESH REINFORCEMENT SPAN
5.STRAP HEADER STUDS TO DOUBLE TCP PLATE V O
BLOCKS) NAILED / 4- .131') xS3"
� SjiT T()p pl;�,+�ESOLID SPH4/6 AT EACH END OF HEADER A1,ND NAIL_ w/12- IOD 12 ft. N/A 24"ac. N/A 24"oc. N/A 24"oc.
fLS x 1 1/2 NAILS OR 12- .131"x 2 1/2"Cv tpy NAILS.
2k- STUDS NAfI.D TO EACH N` 6.HEADER STUDS AND HEADER GRIPPLfEq SHOULD BE 24"oc. ^
GRADE OTHER w .131' x 3" 0 6"60. NAILED T06ETHER AT 6"O4.w/12d 6;UN NAILS(.131x 13 ft. N/A 24"vc. N/A 24"ac. N/A
2 6 MIL VAPOR BARRIER OVER 2x- STUDS 3")5TmrvERE:U. CLIP UNIT TO SHOE=F LATE WITH
0 TREATED AND COMPACTED FILL STAGGERED I- SPH4/6 CLIP AND NAIL WITH 12- 110d x 1 1/2 NAILS N/A 24"oc.
F 1' 4 SND 14 ft. N/A 16"vc. N/A 24"oc.
"" v �yGpy 4- .131" x 3" NAZIS AT EACH (U.O.N.)
oProvide mini mum 1" BLOCK I-ALL WINDOW AND DOOR GPMF'ONENTfS MUST BE DESIGNED 24"oc.
C3 3 #5's CUNT. end distance TO WITH5TAND THE DESIGN LOADS BA SEp ON A 100 MPH 15 ft. N/A 16"oc. N/A 16"oc. N/A
8„ MIN, 25" LAP * CORNERS NAIL w/ 11 - fOd COM SST- SDN4/6 0 SST- SPH4/8 0 WIND ZONE.
TOP AND BOTTOM T P AND BOTTOM N/A
w IN EACH END LENGTH B.ALL GONNEGTORS ARE SIMpsan OR IEQUAL.N•O•N) 16 ft. N/A 16"oc. N/A 12"oc. v I
- ( TOP AND BOTTOM ) ��
S4mps6% StM71g-Tie AkHOR BOLT WI'T'HIN 126' q.FOUNDATION DESIGN 15 BASED ON MIIINIMUM SOIL
2 STORY CONDITION CS16 AT 32" OC. CORNER BEARING GAPAGITY OF 2,000 P5f, NOTE'THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 2T AND
O
10. DESIGN WIND LOADS ARE_BASESJ O N 71 Iqq SHGGI CONSTRUCTED IN WIND ZONE OF 100 MPH OR LESS AND MIN Y81SHEATHING.
F TYl'IGAL MONOLITHIC FOOTING w/ BRICK VENEER
w �TIOt� 1606 WIT�}��MPH. STORY AREAS OR THE SECOND FLOOR ON 7W0 STORY AREAS.
T T PI GAL 2-STORY' BETWEEN FLOUR STRAPPING SPF STUD GRADE MAYBE USED ON e' T LESS NOMINAL PLATE HEIGHTS ON SINGLE
z -
�'
LU
Q 1/2• x 10• ANCHOR BOLTS ® 32' o.c.
OL 12
w/ 2" x 2" x 1/e' WASHERS _. _.. ........_... a MANUFACTURER CONNECTOR HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR
NPJLING PATTERN
,yj 2 x 4 PT SILL ON SILLSEAL
w/ SST- SPH4 0 32' ox. BOTTOM OF SLAB
TYI�IGAIL I=RAMING of GDRNERS AND PLATE LAI:'5 � HTT16 5!8"x8'WEOGEANCHOR 5/8"THREADED ROD WITH MIN.0"EMBEDMENT
SIMPSON LTT 10.18d COM NAILS
MENT
8x8, 1Ux1D WWM OR 5/B"THREADED ROD WITH MIN.10"EMBED
W FIBERMESH REINFORCEMENT --_1 �•22�j
INTERIOR HEARING FOOTING ONLYE�THIN NCHOR IMPSON TT16 18-16d COM NAILSHTT22 NIA 6" OF EDGE CO&RET s LTT20 125cP WEDGE ANCHOR 112"THREADED ROD WITH MIN.6"EMBEQMENTH I I I... , #5 s CONTINOUS
^ =x SIMPSON HTT22 32 16d SINKERS
PLUMBING WASTE LINE TRUSS PHD8 N/A 7/8"THREADED ROD WITH MIN.15"EMBEDMENT
0 3-16d COM @y EA- SIMPSON PHD8 !/4'
= ,. I-I
p 6 MIL DA AND WRIER
OVER
BLOCK (TYP•) 24- x3"5D5SCREWS
' r
W 1' WEDGE ANCHORS SHALL BE"BAWL STUD"OR"KWIK BOLT"OR APPROVED EQUAL
j.,
8 ! , s: EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SET'OR HILTI"HIT"OR APPROVED EQUAL
° 3-12d COM (TYP.)
1, g„ MIN.525 C LAP 0 CORNERS 4" MIN
BOTTOM OF BLAH _. _.... ... _.
srDRr coNdmUN use INTERIOR BEARING FOOTING 2x4 BLOCKING 0 24"Oc. CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2
F 1 4 2 ,
16• WIDTH do 3 # 5's CONT. --------r -----�--- � .._.__....._ __ ... _... ...__.. ..
W 1 m,
o "�,____"_"_T_„ ___ _ "+� �-#5'9 CON7INOUS " " 20- 12d sinkers
Lap in double plate 12-16d common 16-0.131 x 31/4 gun nails 0
U, TYPICAL MONOLITHIC FOOTING PLUMBING WASTE LINE SHEARWALL
LOWER REBAR AND FOOTING 6"o.c. on edges and 12"o.c. in the field with 8d common, 6"o.c. on edges and 12"o.c. in the field with 0.131"x 21/2" 4"o.c.on edges and 8"o.c. in
IF NECESSARY SW- all box,screw shank or ring gun nails the field with 0.099"x 2"gun nails
LU TYPICAL INTERIO'12 SHEARWALL TO TkU55 CONNECTION 3"o.c. on edges and 12"o.c. in the field with 8d common, 3"o.c, on edges and 12"o.c. in gun nails
4•' CONCRETE SLAB w/
sxs. ,ox,G WWM DR _. .. .. ... .. .. _ . . . .. ... .- - __. . w .. .. , . � _. .. __ _. . . ..�...:-. , , .,� _,., _..,. _. . _ SW(3)-shearWall box screw shank or ringthefield with 0.131"x2 1/2"
I 2 nn screw or annular
U FIBERMESH REINF. PLUMBING PENETRATING INTERIOR BEARING FOOTING
112 or 7116 Roof 6 o.c.on all supports with 8d common, ring shank orscrew 6"o.c, on all supports with D,131"x 2112"smooth, ring or 6"o.c.on all supports with O.D99"x
d,°. °4, • a ...
Sheathing, MPH shank,4"o.c. edge nailing with 4'of roof edge annular shank gun nails, 4"o.c.edge nailing within 4'of roof edge shank gun nails,4" o.c. edge nailing within 4 of roof edge
SIMPSON PA 51 EM11. STRAP 4"o.c. on edges and 6"o.c. in the field with 8d common 4"D.C. on edges and 6"D.C. in
__. _... 1/2"or 7116" Roof g � g
° 6 MIL VAPOR BARRIER OVER NOTE: Sheathing, 110 MPH rin shank or screw shank the field with 0.131"x 21/2" gun nails
w TREATED & COMPACTED FILL OPENINGS TO 5' GARAGE SLAG THICKENED EDGE ^
z 6" (1) # 5's CONT. WIDTH USE (1)
0 SPH4/6 TOP 9PEMIPALL
AND BOTTOM a
Simpson SPH4 12- 10tl x 1.112"NAILS
srE ALL xGGTrNG Simpson H5 8-8d common TOTAL Q0
TYPICAL NON-BEARING STEP FOOTING
OPENINGS 5' TO
Cn 7' WIDTH USE Simpson H16 (2) 10- 10d x 11/2 IN RAFTER; 10- 10tl x 11/2 IN PLATE
co
a AN)DSBO OM7aP Simpson LTS12 5- 10d common in rafter and plates 5- 10d x 1 112 nails in rafter and plates d
oSPH4/5 AT 32" o.c.
w NGTF: (TYPICAL) Simpson MTS12 7- 10d common in rafter and plates 7-0.148"x 11/2" nails in rafter and plates Q
C\12 CD
CD
NOTES:
TYPICAL STRAPIPING (uNo) Simpson LTA1 12- 10tl x 11/2"
I-
ANCHOR BOLTS d a
_.. r1 C.
MAY BE LOCATED Simpson PHD8 `'4- 114"x 3"SDS screws
AT EITHER SIDE ° r
OF KING STUDS, q -
10d common� PLATE MUST BE _
O 4" CONC. SLAB 250ops! w/ #5 CONT or USE 1/2" CONT. BETWEEN
z FIBERMESH OR 6x6-10/10 WWM SPUDIEhGGTr}�G� A1VE
x 14" ANCHOR BOLTS BOLT AND KING Simpson HTT16 1$- melon 1-�
w P L-
�, .. ,... .. PCA -
• - . 4 ��Y Simpson HTT22 32 16d sinkers
z .
...•., •• ANCHOR BOLTS
+s°++ MUST BE WITHIN MAXIMUM TRUSS UPLIFT OF
0 GRADE _ '' 12" OF KING 1 #5 CONT SPH4's @ 32"oc.TOP&BOTTOM=
0z LA. _ STUDS' O 820#'s ON TRUSSES SPACED Q
... . TT1P (y W
u1 CLEAN, TREATED, COMPACTED FILL ANCHOR BOLTS A T f I..AG�~ANT DF SIM��N F�A�I EMIL• 5
AT 32' ox. /0./
(TYPICAL) y MAXIMUM TRUSS UPLIFT OF
SPH4's @ 16 ac.TOP&BOTTOM W 1640#'s ON TRUSSES SPACED a
w 24"Dc. W
IL a „
TYPICAL FDUNDA710N IN GARAGE _ - /
Z --7 15 32 CDX MAY BE USED IN LIEU OF 7/16" OSB C--- I-� Z
r TYPICAL HEADER STRAPPING ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1600#'s E-' O C�
In eJ SCALE: 3/8 1'-0" SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION.
0
Cc
2 x 4 STUDS ® 16" o.c. my u J _ cc
O No, 2 or Bt. SPF
F- CLIP STUDS TOP AND BOTTOM Lo
W/ SST- SPH4 ® 32" v.G.Uj
PRE-ENGINEERED TRUSSES AT 24"
1/2" x 7" WEDGE ANCHORS
� ® 3r' o.c. ROOF SHINGLES OVER 15# FELT
CORNICE DETAIL AS
O 4" CONCRETE SLAB w/ PER BUILDER'S SPECS
0 6x6, 10x1O WWM OR
FIBERMESH REINF.
0 6 MIL VAPOR BARRIER OVER 7/16" OSB SHEATHING NAILED AS PEfR
Z TREATED & COMPACTED FILL (_� 1
Q ° < ' , a. NAILING SCHEDULE
Z 4 SEE DETAIL
BETWEEN FLUOR STRAPPING
o d'°+ 7/16"STRUCTURAL ROOF SHEATHING HURRICANE ANCHOR AT EACH TRUSS /
a (2) # s's CUNT. _
( SEE SCHEDULE )
8" 1' 4" a" 2x4 OUTRIGGEFR 48"Gc. ,1
NOTE: FOR 2-STORY CONDITION � -
LU USE 1'-B" WIDTH w/ 3 #5's CONT.
2 BLOCKING REQIUIRED BETWEEN OUTRIGGERS HURRICANE CLIP H-5 OR EQUAL ,
U @4$ ac __ (2) 2x_ SYP DOUBLE TOP PLATE w/
d TYPICAL INTERIOR BEARING FOOTING SIMPSON A35 SST-SPH4/6 AT 32" OC. _
2x4 BARGE RAFTER CONT. (U.O.N.) V
2x4 BLOCKING%SHEATHING JOINT CORNICE DETAIL AS z p
w 4'FROM GABLE END SHINGLE STRIP
f �F� �3UILD�f��S SECS 2x- SPF #2 STUDS AT 16" OC. __
2 x 4 STUDS 0 16" o.c.
W No. z or Bt. SPF (SEE STUD TABLE FOR SIZES �
_... _.. _._� FASCIA
CLIP STUDS TOP AND BOTTOM AND SPACING AT VARIOUS HEIGHTS)
o w/ SST- SPH4 0 32" o.�. 2x4 SCAB CONT.TOP TO f
0 TOP CHORD OE GABLE END TRUSS E 2) 2x_ SYP DOUBLE TOP PLATE II O w O
BOTTOM n 7/16" OSB SHEATHING NAILED 6"oc. ON DOGES _
a 1/2" x 7" WEDGE ANCHORS CHORD @ 8' FROM GABLE DROP 31/2 /
® 32" o.c. & 12"oc. ON INTERMEDIATE SUPPORTS w/ 8d B'OX NAILS
rJ �
a 4" CONCRETE SLAB w/ CONT.2x4 SCAB FROM TOP TO UNLESS OTHERWISE NOTED ON SHEARWALL LAYOUT
sxs, 1ox10 WWM OR 3- 12d NAILS TYPICAL AT ~ Q
FIBERMESH REINF. BOTTOM CHORD @ X-BRACING O
W X BRACING (PROVIDE ADDITIONAL 2x4'S @ -_
�- •�• '•�::: :. °;:.•„: 4" CONC. SLAB 2500psi w/ O }
z : •; VERTICAL IF HIGHER THAN 48°, 4 CONC. SLAD 250dpsi w/ 2x_ PT SILL w/ SST-SPH4/6 AT 32 OC. (J
2x4 SCAB IF VERT.WEB IS _
•.. : : .,; :';..�..;. TO FORM AN"L"SHAPE.
w �"� '..,•.• 8" 6 MIL VAPOR BARRIER OVER
NOT ) FIBERMESH OR 6x6-10/10 WWM (U.O.N.) FIBERMESH OR 6x6-10/10 WWM crJ
LL TREATED & COMPACTED FILL PRESENT
Lu TOE NAIL TRUSS TO DOUBLE
W
99P
5's CONT. „ » Q U w
(2) # PLATE w/16d COM @Sac. 1 2" x 10 A.B. AT 32 OC. - `�V rz- m m z
NOTE: FOR 2-STORY CONDITION CONT.2x4x8 #2 SYP LATERAL -' 8° / s"
C) USE V-8" WIDTH w/ 3 #5's CONT.
BRACE 48"oc.
5
GABLE w/ 2" x 2" x 1/8" WASHER •�. •�.:
OTT�3M CHOF7D OF 6 MIL VAPOR BARRIER OVER N
6 MIL VAF50R eARRI1 R OVER �
TYPICAL INTERIOR BEARING STEP FOOTING rPEA` ILD AND COMPACTED FILL ' 1 f,. a" TREATED AND COMPACTED FILL
2x4 BLOCKING @ 48"oc. END Tt2U$S
1 ..
tK
BETWEEN GABLE AND FIRST 2-2x4 TBSP PLACE 3 5's CONT. M °N u, -
a TRUSS. R - _.. 2 �5's CONT. $„ a'
w
0 _ 70
SIMPSON LSTA 24 x748"00, MIN. 25" t..Ap (� CORNERS MIN. 25" LAP CORNERS � aw
w L
�a QQ�_p
+ - - •� + n 2x4 STUD"@ 16"OO. Q lD Q Ilj p D_
W 2x4 X-BRACE @ 81-On Dc.
Z ¢ a w �
Tz CLEAN COMPACTED FILL ALL MEMBMS SHALL SE SYP
SINGLE S` Of�Y EXTERIOR V4ALL 5EGTION TWO STORY EXTERIOR WALL 5EGTIDN
� 1 #S CONT. 8..
H
SHEET:
W
a TYPICAL GABLE END ( X-BRACING )
TYPICAL THICKENED EDGE EDDYING K S- 1
_._..--
Q
ALL EXTERIOR POST SHALL BE INSTALLED
5HEARWALL5 NAILED AT ro"ac. ON EDGES ON SIMPSON POST BASE AS FOLLOWS: �
AND 12"oc. IN INTERMEDIATE 5UPPORTS
WITH ad COMMON NAILS. $X$ PT '05T SIMPSONABUS$ BASE Q
J
6HEARWALL5 NAILED AT Yoc. ON EDGES 6x(o PT POST M SIMPSON ABU66 BASE
AND 12"oc, IN INTERMEDIATE 5UPPORT5
WITH ad COMMON NAILS.
4x4 PT POST = SIMPSON ABU44 BASE t,^„
EACH POST SHAL BE ATTACHED TO BEAM
ABOVE USING (2) S IMP5ON H6 CL 1 PS. t TYPICAL) cn
2x$ PT DECK JOISTS NAILED TO EACH SIDE uj
�OF FLOOR TRUSS NAIL at 6"oc. - _ -
-
w/ .131" X 3 y4" NAILS ON ALL MEMBERS. -- -
Q
- _ WTT22
�- HTT22Lu
(2) C*16 (' CS16
-
__ 1 3, ' X S/ LVL
(3) SYP
STUDS 3) SYP
(2) CSI I _�" ` WTT22 STUDS
�._ HTT1
HTT22
100
I �=—�1 00 O O (2) C616
o - - 1 -- - - _L__ o FSI
CDC)
__ -- - -- 2x6 CEILING JOISTS at 16"oc. -I L �
(3) STUDS ` -` CIO
W `n N
HTT22 - __ -` - �, �"� o
-10)
IL LL ---
o w
E -Jzd-
` c:)
c�
JU HTT22 Q U) cQ
cn � I _ Y 00
a 0- 1 �4 = U00
°- \ I'I x o LID ¢ �-
mN �
x c WT16
,b m ;O /> (2) CS16 � ] fCL
(3) SYP
� - U (2) C516 I � (3) SY , ---
L
(3) STUDS STUDS STUDS
(2) CSI < \
(2) 2x l2) 2x6212
3�1
C4 HTT22
(2) C5162x8 T JOISTS at 16'bc (2) C516 I WTT22 HTT2
(2) 1L�" x _1 " LVL /U/
6x6 POST _ � _ � (2) 2x12-10 _ _
— BEARING
---- ,� 6x6 POST 6x6 POST - `- I x4 P05'T
0
i
CANTILEVER J015T
4x4 POST _ g „ „ �- (2) 1 :Y411 x 11 " LVL
axe POST `" -- � - WE L1� --
-� — I Sx8 POST �x8 POST 6x6 POST ' z
--_ - �_- - $x$ POST -
2x6 PT JOIST d _..__ ___ -- _-- 11 z
l2) Ix8 RIM JDIST at 16110c. 4 �_ 4x4 POST [] o
�— --. (2) 2X6 cn
GIRDERS ` NOTE: ALL LOAF-) BEARING HEADER5 5NALL BE r—+ ❑ ~
NOTE: ALL LOAD BEARING HEADER5 SHALL BE / / ai N.) A MINIMUI"1 OF (e ) 2x10 No.2 or BT 5YP (u.ONJ L 0 9
A MINIMUM OR (2) 2x6 No.2 or BT 5YP (U"O
/ N � cn
eECOND FLOOD 6�4EARWALL f [ fRT FLOOR 6�4A fRuuA L L SHEET:
IS -2
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�I (� City of Atlantic Beach '
5 C A L- E I�g [ ' I KO._'.`±._� _"_.-• -.�_ �L'1 T V5-0-VEH)----
Planning and Zoning Department
R This approval vermes complianoe with applicable y
zoning, subdivision and other local land
development regulations, but does not constitute
approval for the Issuance of permits. Compliance
i1 with Florida Building Code and all other applicable
L.o T 5 0 k 13 0, I A P P R o V E b local, State and Federal permitting requirements
must be verified by signature of the City of Atlantic
CITYU F ATLANTIIC BEACH Beach Building [al prior to issuance of a
/^ Building Permit 4
R E CE
I �._..._ .. _ E 1 T (i S j- Approved By
MSR 200 r ommu Develapme t Director
TO I � �I?i�� tate. P z-zs-�
QRY of Athl Mil By:
Building and Zoning
a
BYRNES CAPE C OTTAG E
8_r" • T L T C
SCALE, r .0 11 A PROVED 9Y: DRAWN by
DATE;2 y I I w 0 ilii 1 REVISED
L.
- � PAUL, S L11T.Es, '
DESIGN & CONSULTING ENGINEER ,
h
9116 CYPRESS GREEN DR. SUITE 10,5' DRAWING NUMBER
JACKSONVILLE FL 32256 ''• 5 H E E T I or tt
�, 9 12-
M P
i
nl
I'll �YFAR
3-rA6 514.jh/GI-e5
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F R 0 N T L LEVATIO N
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S Nod F'.
D) r I T O-
REVISED
ON
DESIG
�;�,ZJL� s ��, _�",F��� it�� � � � ,yx,• Y ,
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- - - ___ r -- --
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5 AND �x„o c., 1 tit TH ff 1`16L 1 w� - —__ - _ --- ------ 13 V i ;o WALL
$ d NA I L S. v.c�.nr.. EveRy y
9. C .
mS TO) 5T'KAPS
AS rep, FLOve,
ILL ----
P L rA ti rn, g ''1 2 x 10 f=L. T.
- -- -
- .. _._.. ..- -
SEE fL00 R FRAM0
PLAN .._.
Fel S 1-E N ALJ/ (P-) K n
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rr 7 SY P PT. 130T'1•0 ►+1 ft �
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6 yy,IN WASHER A7 32 0/6 .
------Ij
2xG CIEl-- INC, JO ( ST5 .D.(:.
(�AryaGE c ( EI- 11yer) _ 2xG ►��F-rERs /6 -0.c.
J �. 0 T lo (�'I -
F1_ oo K FRAME
yll 1 _ GARAGE KooF F
R A M E
NOTE ALL coNrg6croR5
" •eft-t ? 4 i{ t � Y#eu, 6.ka as alrr:s. i. _
( ,.� ' — ^j
_` T r,i ,..;-a �,.F"F Y rT"X °"k r` cfC 5.- .
n r
SHEAR W '
ALL TABLE
F= �d 4 s
/ A ;
PANEL GRADE 2-M-W qR 2-M-F A B C D E
(CAMINIMUM N❑MINAE PANEL THICKNESS 1/2 1/2 1/2 1/2 1/2 q ( t
MINIMUM NAIL F'ENETRATI❑N IN FRAMING 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2
NAIL SIZE u
8d 8d 8d 8d 8d
NAIL SPACING AT PANEL EDGES 6 43 4 1 3 ,IQ
ALLOWABLE SWEAR #/FT GR❑PU #2 260 380 1 490 760 980 °`
ABOTH SIDES PANEL
ALLOWABLE SHEAR tt/FT GRUUP #3 213 1 312 402 623 804
--Q SHEAR WALL (SHADED WALLS) .I _ , , ce
- ® SHEAR WALL TYPE •� - i. c ,�
SHEAR END-WALL UPLIFT
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