Sevilla Boulevard West 1958 VI Q(\N ��4
� 181�
N
800 � o
� ;
N
1
� 1
N
r�
I I
I I i NOTE. All dimensions
must be checked and
verified " contractor
prior to construction.
I _ _ Drartgparson will not bo
I -- -'� held responsible For
dimension errors once
II I construction has begun.
I I
NOTE, All trusses, beams
I I I and bearing walls to be
I I I deslgned and verified by
_. ce
E27 77Y- aiengineer
—--` `ice prior tocon5tructlo
rwill not
be
I held responsible for
such cal_ulatlans once
construction has begun.
0
o
I 23'-0"o 0 S __1_ E PLAN
- o
�n ® in
I I I II
a LOT 3 3
+ I SEVILLA GARDENS
SCALE - 1 19 Oil Q
• I _
I I O
P LAN N 0 . 3100
0
Z IL
o
TURN-AROUND
PAD A,P,P R 0 V E D
// I CITY OF ATLANTIC BEACH
/\ I •>rauMIDINQ OFFICE o
�
DEC -1 51998 n O ll1
/ \ I
I I Z Z til
• I i
. I I
41-0"
RECEIVED
DEC n a 1998 G ��
City of Atlantic Beach
Building and Zoning '
rev 51Dn5
c.l
121-01,
9
DRNE IA \t/J\ •
•
3
82 . 0 ' -�-/ -
FWR BACK
TO 16'-0"
SEVILLA BLVD . WEST
I 5" J C V'I C7 ffvcf�
p
r
i,
55'x"
24'-0" TYPICAL 4" CONGRETE PATIO SLAB ^
14-a TNIIGKet E V6E TO 6" X 12" " design
AND INSTALL(2) 05 RODS CONT.
alternatives
— L_ J w X4.45-26 State Road 13 Suite 243
I I I I 24" X 24" x 12" Jacksonville, Florida 32259
I ) a4 ROD ' MfLSOrIRY WA1 L ON AN 10• 20" ( I GONGfzETE 904-260-8153
CONCRETE FOOTI~R WITH (`3) 04 FbODS ( BEARIN S PAD5
I
VERTICAL OR(2) It3 RODS CONT. 8'-6• a'-n" I �• WIT(2) +�
I i CAN S I I RODS EAcI}i KAY NOT TI�U55 PLANT VERIFY PLAN N0. 3100
(FLOUR MONOLIT1G T-
Irr'-lo j WIT}{ PORCH SLAB) A L L___ INTERIOR BEARING BOR, MR. 4 MR5. 5M-L ER5
I I FOOTER5II DRAWN, ENI IO/Oq,gB
SLOPESLIEFTTL.Y 1
FOR ORAINASE ____ -__ _ __ _ __ _ _ —
5GALE, 1/4" I-O"
SNIFFY 2 OF "f
I I O I I I I
I I a F_ - - --- -._.- - -- - I
I I 7 I I I
I I
I I I917E OVti I VERTICAL.,
L- - - - -- - TO PA nO I i AT
TALLLRS
TYPICAL rn I I
I I INTERIOR n) n 4 ROES
BEARING VERTICAL
AT ALL CORNERS
I I I I
I
I I I I �r I I Lni I " MA50F{RY WALL. ON I I cdv
I
;?,4 1ill x 291X1 w ,Y I I I A 10" X 20'CONCRETE
I FOOTER WITH 0) #4 RODS I
I w 2Z 5'f E.IF)• I I OR(2) n5 RODE Cour. I
I L— — --— — --�--, I 4" GONCREfE SLAB WITH 6X6010 W.W.M.
I I 4�� CONCRETE SLAB WITH 6X6 I I REINFORCEMENT
10/10 W.W.M. REINF. ON A 6 MIL.
I rQEI-ATE POLY-VAPOR BARRIER, ALL OVER L -- -- - _- -� � I � ---- - --- -- ------ -- -- �
I I I A GLEAN, WELL-TAMPED, TERMITE- I I I �• _
p I I I TREATED FILL I I I i VAPOR 13APRIER
I I q I I GOMPAGTED FILL
I I
L I I I I I I I I , CONCRETE AIG 2) #5 RODS CONT.
PAD - I}IIGKEN EDC3E
WO' (TO O 8" X'12' ANO pD5 C.ONT15TALL b" a"
,
-- TYPICAL INTERIOR BEa.RIN1G I I i _ _ MONOLITHI G THICKENED EPO�-
I I I
_...r FOOTERS--TIGKEN SLAB TO I I I I — I 5GAL.E, 1/2" = ,I'-O" 1
I
12' X 16" AW INSTALL I I I
• I I (2) #5 RODS CONT. ( I I I
1 TYPICAL INTERIOR BEARING I
I I I I 1 FOOTERS^^T}IIGKEN SLAB TO
12' X 16" AND INSTALL. I I
l2) a5 ROMCONT. I
IL _L - j _.....- _ --- - --- - --- -_._. _ _ ..- - - --- .--
I I I I
L _J L _ _-. -- - - - _...._..__.._ .._._ ___- - - - - - ..... __ - -- - -J
I I
I ° I I � � I I •
" � COEN
A1aO CONCRETE ry rlort"-
(2) 6" P.V. —
FOO"rER WTI 0) #4 ROD5 r r --I -
I I OR(2) 05 ROOS CONT. I I I 1 I I A/C GRASPS J_ ---
I
SEIAG
-
I
I I I I I I I I I I I TEPP O T BOTTOM"O.G. '
• I If'-6" �I 6 Iq'-6' I I 13'-l0" I I 1/2" x 7" WED6E BOL 2' X 4' PRE9 E-
I a 32. r. [-V 2' x 2" x I " TR A rEV SHOE Br=RrIORS SE W.W.F. OR
-
I
IIAMER
_._ _
I I I I 1 0-04' I I - I I rmAGTEP F1
I I I I I I I I I I I I I voIX z) #5 FMAR GaNT.
I TYPICAL INTERIOR I I I I I I I ry I I
I I BEARINIO I I I I I I
I ( '"
I I I I I I L _ - ---- -- - -- - - -.- J
- I I
a" MA50WY WALL ON I ' T Y I 11 `l T I O I I N L/
J A 10" X 20' GONGRE-rE I I I
I ► I r — _ I FOOTER WITH(5) #4 RODS
1 I I I SLOPE 5L OFTTL Y I I OR(Z 05 r�Ds DONT. I SCALE, I/2" = I'-O"
I 24" X 24' X 12 FOR ORA NIA6E I I I I
I I I }1orEi TTE SIDES OF TI-IE T}UCKEUED 5LAB 51IAL-L-NOT SLOFF eRl:ATM
BEARING PADS ' I nWl 45 vE6REE5 WITH 711E WIL AT riE OOTTI7M OF THE TTIlCr.1=71ED 5LAB.
' WITFI (2) 03 � I I I CONCENTRATED LOADS ON INTERIOR W-AM"WA11.5 IN EXC�5 OF 40000 PMV5
I r^ T T - - - - - _ _ —--- - - - - - - W _ - I RODS EAGFI WAY I I ur�LIP r MAY REWIRE ADDITIONAL GALUJLATICN 5,FSR ME CONCRETE NECESSARY
1 .- -- - -- - - - - - - - J TpR[SIS7TTEACTUAL LOADS.
(POLIR MONOLITHIC I I
M I ( HTH PORCH SLAB) I I
I r — - - - --- - -- - - - ---- -
II -- -- -- - - - -- - - ----- - I - - - - - - - -- - -
I I I
jI I j I TYPICAL 4• CONGRE I F PATIO SLAB -
IINSTALL 2)"Ro 5 Goow.AP
I I
I i i I
(ALL ON MPm FILL)
I I
1 i W NI H 3�6E P AT CURB I I
I _
I L _
I
I I -
I
SLOPE SLIGHTLY
FOR DRAINAGE
I I I I
I I
• I I I I THICKEN EDGE TO p
a" X 12' AtIp INSTALL
I I
I I jV AE)CO
I I I I
I I I I in
I I I I
I I
I I I
SLOPE SLIeHT1_Y— NOTES NOTES
FOR PRAINA6E
I I I I •
I I I NOTE, 5TRIGT AEAIER NGE TO ALL NOTES ALL DIN'1F ISIPN5 HST DE
LOCAL EVILo1N9 GODE9 MU9T W CAIECKED AND VERIFIfV BY
TFIIGKETI E[76E TO to MAINTAINEP AT ALL Tlhi!::9. ANY CONTRlr-TOR PRIOR TO
I 8 X 12R AND INSTALL o ADDITIONAL GORE RELATED NOTES
(2) 15 RODS GOVT.
5E10ULD ESE BRgl�31-IT TO THE AT-TN. ��T�TION. E12 FV�LI.AND/OR
(SEE DI'TAIL ON OF TNF_GONTRAGTOR AM] OEi16N AL7EFLNWTIVE5 WILL}4Jr t
THIS PAGF) DRAT TSPER5pN PRIOR TO FFLD RF�SF'OWIBLE FOR DIMENSION
I GONgTTzuGTION. ERRORS ONCE CONSTROCTION HAS
I I ROS AW/OR
OSHALT.NOT E3FHELP REPONSIBLE FOR
BEGUN,
I ) I ARY 5MH NaTATIONS ONCE?
AR�C,0RNERS I_ wNsrRUCTION}IAS BE6UNI M�N9 �or •M PESO MM
I I I i AND VE=RIFIED Err A GFRTIFIED
TRUSS tWINEER PRIOR TO
— .,,--— — ——. —.T.— —— — — — — _.-.,..— —— — — - I � GONSTRLIGTTON, E D HALL AND/OR
o ZSI0M ALTERNATIVES NULL.NOT M
HEW
1I ` ry L.UILATfQN5OE GONSTFWOTION
1NG
(_ A
-- - - - - - - - -- - - - - -� _ _ - - - J RAS EWSK
f
12'-4• FOUNDATION PLAN SCALE, 1/14"
��� V ev 1 Ila
14'-0'
6' YI' 4'-6' 4'-6' 4'-6" 4'-6" f7''2" I'-II" I '1' 3' 8" 8'-10" 19.",
6' 2" 1'-0"
TABLE z
5TU C )T
� `� r design
1= 5 p 41 ° a 0 5a Ite rnatiyes
STUD SPADING FOR EXTERIOR LOAD-BEARING WALLS "
NO. 2 NO. 2 NO. Z NO. 2 NO. I NO. I I ` T— —— — — —— TRIM our Po5T5 To la" x 10"LOAD-
445-26 State Rand Suite 243
SPF SPF SYP SYP SYP SYP I 1 I AND vozAP w1TH TUCCA
Jacksonville, FloridaIo32259
` NOTES I z' 4" I 21'-6n (h 1 " r 804^280-$153
X 4 PIT. P05 ON 51MPWN
I H6 CLIPS A13V 44 asT >5ArPIGAI Jf✓IeoN (v
AT ER PLAN NO. 3100
NO TF1 STRICT Al MIERENCE TO ALL. I M 1f1
r GEILING LOCAL DJILE21NO CODes"T I I t�ullwr INs I FORS M. Mt�S. sE!_l-1=R5
HEl6HT 2 x 4 2 x 6 2 X 4. 2 x 6 2 x 4 2 x 6 MAINTAINED AT ALd.TiM1E9. Arty
AVDIrIOMIAL coot=FtELATI�]MIOT� I HEARTH I ORAWI`lr EH" " � 10/Oq/G8
" 16" O.G. 24" O.G. 16" O.G. 24" O.G. SHOULD BE BF�ACTOr To THE ATTN I DORS WFRENGH I I 2) 2 X 12'3 GOMIT. c?,) W SGAI-Ei 1/4 I-0
q FOOT 1640.0. 24 O,G, op Tt►r;GON7RAGTOR AND 1
l0' FOOT 12"'O.6. 24" O.G. 16" O.G. 24" O.G. 16" O.G. 24" O.G. CONS RUCTION. Pt3JOR TO I IB" X'f2" TT�PJL50M I — Sw - -- �-
caNSTRUGT1oMl. �o� ��� � T I .-- (2J 30 O SH
II' FOOT WA I6" O.G. WA 16" O.G. WA 24" O.G. ED HALL.AND/OR eN ALTERNATIVES i I OVER SHEET 3 OF I
SHALL NOT 5E HELD REPaL5IME FOR FAM I L"r ROOMl0'-0" GEILI V I
12' FOOT WA I6" OIG' WA 16" O.G. WA 24" O.G. AW 5XH NOTATIONS ONCE A
COPISTRUCTION HAS�suN. I 36" PRE- Q (VAULTED To
13' FOOT WA 12' O.G. WA 16" O.G. WA 16"O.G. FAB F/P I I I
14' FOOT WA 12+ O.G. WA 12" O.G. WA 16, O.G• I 1 M 10'-0" GEILING) ' .--. -- _ - SQUARE FOOTAGE
I I - -
Note, This table applies to Structures wlth mean roof I 1 I� I F I I FIRST FLOOR HEATED 2438
heights of less than 25'-0" and wind speeds OF I I 30-10 5H POOR TOTAL
II
I I � SECOND FLOOR HEATED 662
lOOmph or less. I
BUILT- N9
Ns ( I I II j TOTAL HEATED 3100
jTILE /CARPET °S m I j i �I I EARAGE '731
TILE/CARPET
LINE COVERED PATIO 283
I
LINE
0 TRFAD3 a 10" r 130" IO'-10' I ;
NOOK M A S T E I\' SUITE I ENTRY POI�H I"►-►
1 ° °
/2"PLYi^IOOD FL�OOWNCa I (COFFERED 10'-0") II Ian, TOTAL. UND1;R ROOF 4Zgl
1 (10-O GEILING) I I I (`I
12" E,a,TIr I II ry
LEDGE
FNOTEI 6" BOTTOM �j —^ — Y I I •
2J2X12'S iCHORD5OFATTIC - - -- - - - - - - I II I
TRUSSES r-- 1
n G G I D/I I I (2) 36" FRENG++ DOO L --— — — — -r _ ___ _ _j
1I ,
— WITH 16" X 12" TRANSOM (8'�" GFILINE7) " I I ry Tomas
" 3'-fi"
16'_2" OVER `I'•-10" 13-10 I
r I SINK I ) •- 16d GOM
7' a EACH SLOGK
OX 12"a
STRINGERS I K I I G H E N a ROD �E SHELF POO 'k SHELF i (��PIGAI J
' (43) - 124 CAM(IYPJ
i2 0 i SINK 1 2411102 OOR 24" VTOR I I W a 24" 15 OCK+NO
� 1 ® o LL_I � 1 � 1
BEDROOM 2 ❑ 4 ____I v 1 WALK-IN
STAT ' SEGTI OI\l Y I a'-o" GEILING ® CLOSET - wPIL1c-IN I
5GALE1 1/4" 1'-O" 32" X 5`I" ', G ET
• � ISLAND 4 - I IGINIw
" Poo R TYPIGAL GONNEGTION OF
�� 24' D00 r 19 r✓L-15EHN) DOW i CABINET
• SHEARWALL _TO TRUSS `
24" DOOR �ry n A/G PAD
ry I! � ry 24 D00R 1 � SGALEo I/2" = I'••0"
n p�7�a�N REFRIG. `I D GTDR 90' DOOR ry I I
IFZROR 9
I ( n 1 2" X 06" A r,Aj 1
AVG PAD SHEARHALL L EOENE)
1 WALK--IN I GEILINO I ARGHED AI�GFED tij I GAB. <14-1
' CLOSET KE DET. m I-'-0" GEILING O'ENIN6 OPEPUNG I I0 1 1-71
I "Q I (10'-O" GI=ILING) in MIRROR
I I 1 LINE ( SW - -- -- -- - - - - -� --Shearwalls nalled at 6"
CP'20
s" x W DECORATIVE GO 6LAS 4 Io.G, on ed es and 12" o.G. on
x4 IR�7p SHELF R I ( ' WITH SHEET ROCK) BLOCK I u0m " TALL Intermedia e Supports with 8d
WALL S SKIRT Common nails.
B'HALF-WALL
_ I - �- _oYE R 51 Imo► m
I
BATH
� 72" E IFOLD i '+► / (I -0" GLGJ �
I / \
" O I / �' I SW (3) - - - - -- -- -- - -Shearwalls nalled at 3"
8-O C ILINE , , - r 1
2'-8 II'-2" B" -1'-8" 3'-6' 6"-2" 41_2" I O.G. On ed e9 and 12" O.G. On
IF -
1
f F [ I Intermediate supports with 8d
oI in I MEI?. cAA+3. Q i I� I�I Y I I `l� �QL/ P,- I - i common nails.
(10'-0" GEILING ' '
GOFFEREI-0 I 1 1 ' DOOR i I VTU OUT
GAR
D e SHELF D, rR \1 - - __ �✓ - l\\ 11' ) I BEDROOM / I M 5TRUGTURAL NOTE5
F7IL
\ I I
I r- R0 I ��r� O ( 6y r NGf+Hao/ I '" l- z I TUD� I m I. All laps In top plate Shall be a minimum
1 1 WALK-IN I AH AFIU I L DRY JLWA5H J 5 7z' 1FoL0 I HITH 18" X`12" ARCHED 1 -! 1 AULTED 'TO I of 4' and nalled with 12 -I&GI Common
CLOSET I 2" 1 ry I m TRANSOM OVER ( V I Io-o" GEILINE) I Halls, or I6-0.131 x 3 I/4" gun Halls.
I D° 'T DOOR 1 UT I L.I TY 4 ' " r I I
5 I MEGH NIDAL I I p 8'-O" GEILING t- 32 HALL Q I 2" Doo I (2) O 5H WITH Q I 'i? I I 2. All shearwolls Shall be nalled at 5"
or &"
Z ry I Z I 1 (V DOOR I ° I W o.G. as noted on all ed es and I2 o Gl
o5ET H'-•a" 3'-b" 6'-a' J_ ARCHED TRi+.t SOM OVER I I g
Q I Q I intermediate with 8d commons N.O.W.
I 1 IRnwrto 13 I 1 I \ I f latwise blocking.p5hearwa Is
t�I Block all unsu arced ed s with 2x4
Q N 24" DOOR v I I Q , ITI _ __ _— ^__ _ _ _ ,� 3 I \\ I shall be 15/32" DX or '1/16" 058.
I Q ~ Ioon framed
_ -
_ _ 32" 1 - -- 3 o1r fraamed and braced ble, ends pert attached detail.
_ '
a��• a,ll^ -1" 3'-6 �,��" f I TES DORMER I �- --- I - - - - - - - — - I t 0) (2) 3 50 5H w 0) 4. Strap header studs to double plate with
' I I I Semco TPP&/4 at each end °F header and
I I
ON COURTYARD
O CANTILEVER ? I I MTs 27 I I (aJ 2 x z' nail with el ht(8) - 10d Common
BEDROOM `rt' W 1 6' BEYOND EXTERIOR , DONT. g
HALLTOI I _ _ _ I _ _ _ TRIM OUT COLUMN Halls N.O.Na.
b'-O" GEILING I ALLOW FOR REVEAL _ I - � I T - w AIDE FOR � 1 - To 20" X 20' AtV I^tRAP �
(SEE FRONT ELEV) WITH 5TUGG0
I I I WATER SOFTENER I I 20" x o^ 3T+zuGTVRAL 13 5. Reader studs and header cripples should
— — LOOP — I WOOD .Ue (-RAP HI-111 ;� be nalled together at 6" o.c. w/ 16d sinkers
I --� L - - i-I GOND FLOOR or ,131 x 3 1/4" ?In nalls, staggered. Glip
I STRAP HEADER To cw LIMA unit to shoe plate with one (I) Semco
"1 24" X bo" BIRDER ■ DOOR 1 WITH(2) SEMCO RT1'OA0036 STRAPS NOTE, DDRME ON " X 4" P.T, OST o I SIMPSON TPP6/4 cllps and nail with eight (8) -IOd
° DOOR m TRL9 I ON EACH END [Y I GOURTYA.RD 31 e ABU 44 P05 BA5E u5E (2) 51MPSON
■ (� on DOOR I To GANTIL.EVE b' H6 CLIPS AT HEADS (TYPIGAI)
21-4 `1 , 24" Poo 5ENG tt _ A r! VEYO! P EXTEF
100 GOmmDn nAlI5 N.O.NJ
o I —___ __ __ _ _ ?, 6R RE VUAI- . All window, and door components must
I u n I \\ / (3�FRONTT EL J withstand a 100 MPH wind load.
IW� �--- DET. N -�' Q I \\ // i = I SIKINAILSOR PA ib�. TRAP Q `I. All Connectors are Semco or equal N.O.N.).
< 31Nk I X
GAB. ¢ I \\ // 1 1 8. Footing design Is based on a minimum
�} 24" et-9. 24 T' D o 'T 1 \ I m 1 soil Ga acl OF 2000 psf. This should be
5 DOOR sIVE9wTII " DOOR /�---NOTeI pr tE D 12" IN I verified by the, contractor.
ul 51_2" 4 51 ^111 41-4" 51_511 21,411 1 \ / OI PI
24" P oR l I \ / B A NEEpEO FOR BONUS M 2 ry I
I - ^ /X\ �� � a q. fDeectlon Hind
1606 d h are based on 5BGGi
� .
+ Y _ — I I / \\ I I x m a wind speed of 100 MPH.
I I I
l I /,r \\ I 1 i-
. I u► � �j I IW?ER 5 I I I
1 4 .0 1 " 1 TRUSS I // I �\ I I N NOTE: HINDOH AND DOOR HEADERS
31FOLD II / \ I HA BE 2 2 X 10'5 NO. 2 OR BT
I F 5 LL
5YP. (U.O.N.)
1 5.-GAR OARAOE I j
3=7' S'-10" 2'-4-" 6'-6' 5'-7" 1 1 I 1 0� NOTES
I 1 I I I B'--O" GEILING 1 -}-I
IMP5ON P 1 EMB. TRAP +JOT7 1 ALL 171MEN31O+18 MUST BE
I _1 LU
NAIL WITH 21 16d Q G OMKEP AND YMMED BY
I 1 1 I r o •• 4 CONTRACTOR PRIOR To
B E ROOM 5 Q I I i x COML9TRIIGTIOK ED HALL ANP/OR
(YAULTEP) 1 Q I I 5TRAP.READER TO GRIr'P . PE516N AL7Ett1~IATIVES ICLL NOT
WITH N �iEMGO RTPt3A836 9 1 WLP RESPONSIBLE FOR DIMENSION
ON EACH EW ( n' ERRORS ONCE GON5TRMTION HAS
IENTERLINE
oF VAULT I MIMI ALL
WALLS ES,BeTO e t,19 W
1 I I i I X NW
AND VERIFIER 13Y A CERTIFIED
TROBS EN61HEM PRIOR TO
GONBTRUGTION. ED HALL.AND/OR
I 1 I l 'ry DESIGN ALTFRNATtVES WILL NOT VE
I I HFLA RESPONSIBLE FOR SUCH
CALCULATIONS ONCE!CONSTRIZTION
5 (2) 5050 ROWS 305 SFi 305 5H
7' 6' _ _ 5W(3 .�.5'-0" __ _ I I'-10" _ " _ I' al_l. I-b 3 3-I I 3'-I I I-8' 5'-4 7'-0 HAS BFBUMT.
1 { 11 1 M M 1 1 M n
15'-0" 3'-5" 6." t5 Z 5W I'3 21'-IO" 2IB
Vd viN
design
alternatives
445-26 State Road 13 Suite 243
Jacksonville, Florida 32259
904--260--8153
PLAN NO. 5100
FORS MR. 4 MR5. 5ELLEFZ9
" ----NOTES GANTI�>?YER OUTSIDE
DRAWN, EH q/O"Icib
b BANPINO UNDER DORMER WALL W ON
STUC.GO O 6A.BL E EAVES GOURT7`AFZP SIDE TO TE, PROVIDE SCALE, 1/4" 1'-0"
METAL LAT 4GRI'ATT?A REVEAL. AND GRIGKEr FIE-RE TO
COYER WITH ALLOW FOR PROPER SHEET 4 OF I
STi1GG0 PRAINA6E(5EE ROOF LAYOUT)
{~I I3ER6L/Ur- t✓16E5zBLA�f
SHIN6LJ=5 SFN N6L1=9 .,
e" DANDINe UNDER NOTES NOTE5
a OABL-.E EAVES
TOP Or:
O AND r r^ NOTE, 9TRIGT APF ?ICI;TO ALL NOTE, ALL DII- 7 10145 W5T 13E
DORMt-T�PLATES
-� ` L DAL EUILDIN9 COt7ES MUST BE
�� �� CA-ECr-rM AMP VEFU �13Y�
2 5TEP PECORATIVE MAIMNNTTAINED AIMW AT All TIMES. AFLY.COPE RELATED NpTF'3 CONTRACTOR PRIOR TO
DANDINO AROUND APVICON9TTZUGTION. EIS HALL AIPIOR
MAIN ARLH SI�OU-.p BE BRGt16HT TO T}�A7lTl,
OF T1fE GONTR/�CTOR AND pE51BN ALTERNATIVES WIL1 NOT BE
TOP OF EXTERIC 8" I I PB ION. PRIOR TO FEL V1 RM"OIBLE FOR PIMEN310N
BARABE PLATE I ( 12 Pn WLI_AFP/OR PM6N ALTERNATIVM ERRORS ONCE CONSTR U(WION HAS
TYP• -I SHALL NOT BE HELD REPONSIMZ FOR
ANY 5WH NUTATION9 ONCE
' I I GONSTFzUGTTON FLAB BEGUN• NOTE,
ALL TR1 e6E5,BEAMS AND
BEARIArm VERIFIED Br A�nIFim
I I TRU95 F?I9IPRIOR TO
I I C.ONSTRUGTION. EP HALL AND/OR
BOTTOM CHLORO ( I " BANDINO PESI&M ALTE'RNATIVe5 WILL HCYT BL
ATTIC TPj)5S I I UNDER EAVES HELP RISPON51BL E FOR SUCH
— — —_ _ — _ ___.—— — — CAL,uiLATTOH9 oNcE GONSTMV-TION
I I HAS BE6W
- -- -I--------- --- - - - -- - -- --J
._._ _ - ---_- -----
- --- - - ._.-. .... - - -- - -. - — - - -- -
- v
12" STEPPED STLkSCO
1,-0BANDINO (WRAP 2'-0"
I'-4' Q ON SIDES)
p
6" BANDINO
S
Q I. T LIC .
DOORS AND WINDOWS � '-0' TALL
(TYPICAL) d) SKIRT WALL
I'-4"
w't' 12" STEPPED 5TVC4(_� Ll
BANPIN6 04RAP 2'-0"
ON 51DES)
20" X 20' PEGORATI
L.r WOOD LUe DASE (NON-
9TRUGTURAL)
-TUGGO ON
METAL LATT•1
FRONT ELEVATION 56-ALE, 1/4•
6" 13ANDINO AROUND
DOOR.5 AND HRPOWS
16" X I6" FRAMED (rYPIGAL) NOTE, PLATE
4" X 4' P.T. WOOD POST STRUCTURAL HOOP KICKS FROM
F=RAMEP OUT TO 20" X 2O" WO(WRAP WITH 8'-0' TO 101-0"
• AT BASE AND WRAPPED WITH 5TUG00) FRAME
STUC40 20' X 20"AT BASE
4
— _ TE, PLATE
KICKS FROM
TO 10'-0"
I I
• I I
I
I
I
• I it
I I I III
I I I I i I
� II
NOTE, FRAME GRIGKET•
DEHINP CHASE FOR I I I I I
PROPER DRAINAISE
i I
12 I L - - --N
' . FIBF.R& 7-.I.P. ...I
SHINGLES ON IBLR5LA55 ALV. ALUM.
METAL LATH 5HIN6LE9 GRC
IM. AP I
TOP OF BONUS
_ f ROOM AND DORMER e
_ r _ PLATES I r
i L
TOP OF EXTERIOR
/'_ ARAOE PLATE I II
I
NOTE, PLATE KICKS FRO
8'-0" TO 101-0"
NOTE, PLATE KI01<5 IN SITTINO ROOM FROM
TOP OF PATI b'--O" TO 10'-O'(VAULTED INSIDE ROOM) rlI
PLATE I BOTTOM CHORD OF l
TOP OF PLATE
TOP OF MASTER—
BEDROOM
ASTER BEDROOM PLATE
IF- KO
1-4 I
5TWIC. O 0 "II
METAL LATH
p TUGGO ON
5'-0" TALL.. 5 4 METAL, LATH
SKIRT WALL d4 \__"'TEi
A/G COMPRESaORS —� DE L_AReE
CRICKET To At-LOH FOR
IL I
PROPER DR.AINA6E
INISFIEp
FLOOR
- - - _ — — — -- ----- —— — _ —— — -- --- --- -- - -- - -._.... —_....... - --- --- -- --_.—
4" X 4' P.T. WOOD POS
(TRIM TO 10" X 10" AND
4RAP WI TFL STUGCA)
TE, T1115
POR
1R
cANTIL-EVER5 8PAS
T
LOVI!R EA2A5E WALL
REAR ELEVATION
50AL5 1/4"
• 4 , • 00
` Y
TrT'IGAL 16"
OVERI•IAN6
i
ROOF LAYOUT SCALE, 1180 1'-0"
-jqf�5S I C7( PA
;IL
I '
R
,design
alternatives
445-26 State Road 13 suite 243
Jacksonville, Florida 32259
904-260-8153
1
PLAN NO. 3100
POR: MR. 4 MR5. 5ELLER3
DRAHN, PH 10/0gV98
5GAL.E, 1/4" = 1'--O"
SHEET 5 OF •7
1 NOTES
NOTEt ALL DIME451ON5 MUST DE
GHEGK.ED AND VERIFIFD BY
CONTRACTOR PRIOR To
CONSTRUCTION, ED HALL AND/OR
FIRE
9FiIN6LE5 HLL NOT BE
W BANDING LUER
EAVES IN 6AKMES OHL D TE, a'RMER-0" PLATE IN � DESIGN
D RESPON I5 E31-EO
LVWER-
DIMENSION
FIBER& ERRORS ONCE GONSTRUCTION HAS
STUCCO Or 5HINGLi^S
L BECUu.
METAL NtTH 12
NP' NOTE, ALL TR)9SE9,EWEAM9 AND
BEARING WALLS TO BE DESIGNED
ALV. ALUM. AND VERIFI® BY A GERTIFIED
GHIM,GAP TRIJ5 ENGINEER PRIOR TO
TOP or BO • GON5M)GTION. ED HALL AND/OR
Roots PLATE DESIGN ALTERNATIVES WILL NOT BE
T>�,0 ON HELD RE5PON516LE POR SUCH
_. _-, _ ..... ___. - - - - _._. .._-. .,.-. - ------- ----- ----_ CHAS GALGULATION9 ONCE CONSTRUCTION
HAS B>"6UN.
TOP OF EXTERIOR
6ARABE PLATE
SFII49LES
4 I'-4y NOTE5
' 6" BANDITA TOP OF LIVING
BOTTOM CHORD O ROOM PLATE NG
NOTEo STRICT ADFIEREE TO ALL
LOCAL-BUILAINF]GODLi MUST BE
ATTIC TRUSS -- - -- -- MAINTAINED AT ALL TIMES. AFtr
9" E3�ANDI NOTES
TOP OF MASTER %"LI]BE BROUGHT TO 714E AM
13EPROOM PLATE OF TFC 601MRACTOR AND
-I _ _ _ _._ —__ _ - -- - -- -- — — - - - - - - -- - - - — — —— — — — - - --
- -- - - --- -------- _ � . - --- - - - - VRAF 5PER5014MORTO
EV HALL AND/OR VESIeN ALTERIATIVE9
SHALL NOT BE FOLD RFYON91BL-E FOR
ANY 5UG+1 NOTATION5 QWE
CONSTRUCTION.KA-9 13E6UN.
Lr-4- '-o" TALL
12" STEPPED 5 W SKIRT O
BANDING (WRAP 2'--0" A/G GUMPT�SKSOR5
12 srEPPEv STUGGO 4
ON SIDES) BANPINe (WRAP 2'-0'
ON SIDES)
INIC%4EV
FINISHED--,
FLOOR
FLOOR .
- — — — — — — — —— ——— — --— — — — ——- - —— ——— —— — ————— ———— —— —— --—— — ——— —— — ——— — — — ——\—— ——— ——— - ———— -1p
" X 4' P.T. WOOD POSTS
X 206 ( W(TRIM
I STTOUCICpO")X
IO" AND WRAP
b" BANDINO AROUNr'- FRONT EL~VATIpNMFE7AL LATH
DOORS AND WINpOW
(rr PIGAU
RIGH I -J 1 D E ELEVATION SCALE, 1/4" V-O"
TEE B'-O" PLATE
IN DORMERS
• 8" BANDING L>rID .
EAVES IN 6ABL.ES
FIB ONLY
SFIIN6L G� TUGGO ON
METAL LATH
FIBEReLA5 12
SHIN6t E9 TYP. `1
eALV. ALUM.
GHIM. GAP
TPP OF 13ONU5
ROOM PLATE
STUCC.00T ---� �, - -- --.-.. - - - - -- - - - - -- --- - - .._....._. ..... - - - .�-._...-- - -- ---• - - - �... ._.-
—
s.
GHA5EP OF EXTERIOR
TO
OR
AABE PLATT~
_ ....._...__- _-- --__.. _.._ _ _
d
V-4j'I'-•4"
d)
/ I
" BANDING AROUND TUGC.O ON
DOOR5 a WINDOV6 METAL LATH
/ I NOTE, PROVIDE (2) (TYPIGAU BOTTOM CHORD
I 2 X 12'S TO HAW STAIR OF ATTIC TP J99
TOP OFEXTEWOR I -STRINE+i=- - SEGTIOW
- - __- ._....,_. - - - _ _ - --_ _ __ ----- --. - -- -- - r� -- --- _ _
LIVINO ROOM PLATE -- --_.... -- - - - _ ___._.- - --- __ -. -_ _ __ _._ - - -- - - - _ -.._-. .- - ---- -_.-_- - ----- ---
" j J 12' 5T7"PPED 5 Q
METAL LATH I 4 b ' BAFIDIN6 AROUt�7 BANDINe!WRAP 2' t p" dp
I f J
POOR-6 & "NDOW5 Of(51DF-5)
4 I T` (T'fPIGAU
FIN[% I rf STAIR Iw5Ff1 U
FLOOR J SECTION FLOOR
- - -- --._._. T -r. ._...,-....- - -- _.-- -- - .-._ .._..... - -- --._._ ._....,. --_.- -- -- -- -- - - ._,. _... - ._._..._ ---- --..._. .. - - - - ..._. _.._.. .,.._. -- --- ----•--,• - - - - -_... _ -- --- ---__..... ._ -- ----- - --
9T0000 O , /
N�AL L.ATI•i � �"`. C�j
• u Yi7l
LEFT-SIDE E1_-EVATION SGAILE, 1/4" 1'--0"
t
design
alternatives
I
[44,9-2-.6tate Road 13 Suite 2A43
ksonville, Florida 32259
904-260-8153
AN NO. 3100
. 4 MR5. SELLERS
, EH 10/01/98
AL-E, 1/4" = 11-0"
SHEET 6 OF -1
TPP4/'6 AT 32" O.G.
TOP OF
P1 TE
TYP, -t (rYPIGAu NOTES
NOTEa OPENIN6S TO 5'-O" HIDE U5E
(1) TPP4/6 TOP AND BOTTOM
NOTE, ALL PIMEN51ON5 MUST BE
OPENIN65 TO 5'-O" -1'-O" HIDE USE GHEGKED AND VMFIED BY
TOP OP EXTERIOR (2) TPP4/6 TOP AND BOTTOM GONTRAGTOR PRIOR To
6ARASE KATE •
CONSTRUCTION, ED HALL. AND/OR
PES16N ALTERNATIVES HILL NOT BI?
FIELD RESPONSIBLE FOR DIMEN310N
ERRORS ONCE CONSTRUCTION HA9
'.
m
BEGUN•
ENGINEERED ATTIG
0 0 TF166E9 AT 24" O.G. NOTE, TYPICAL HEADER 5TT2APPIN6 NOTES ALL TRi1S9E5.BEAMS AND
BOTTOM GI-IORD O UNLESS NOTED OTHERH15E IN
ATTIC TWlaa
SPECIFIC LOCATIONS G TO BE DESIGNED
OTE, ANGFIOR BOLTS MAY BE AIJD•VERIFIEU BY A CERTIFIED
LOCATED AT EITHER SII]E OF T�.�S ENGINEER PRIOR TO -
KING STUDS -- PLATE MUST B!~ GONSTRLIGTION. ED HALL AND/OR
-ENGINED CONT. HELD RE5POK51ATIVES HLL BLE OR SHOT BE
5EAH!3 OVER BARS
DOORS ANGFIOR BOLTS MUST BE CALCULATIONS ONCE GONSTRUGTION
HITHIN 12" OF HEADER HAS BE6UN.
5TU 100 QU01 3,^ 57UD5
ON WR4EPS
Q
/2" X 10" ANGHOR BOL.T3
AT 32" O.G. OR FA-3 AT
24" O.G. NOTES
FINI
FLOOR
NOTES STRICT ADI- NCE TO ALL,
LOCAL BUILDING GORES MUST BE
MAINTAINED AT ALL TIME9. ANY
ADDITIONAL GORE!RELATED NOTES
—47 t %IC3 D VE BROUGHT TO THE ATTK
OF ITE GONTRA.GTOR AND
PR PT5PERSON PRIOR TO
GON5TRuGTIOK
I'--O" MAX. f. ED HALL AW/OR m91E3N ALTERNA7IVE5
5"AL-1-NOT BE FIELD RtPONSIKE'.FOR
` ANY 5UGH NOTATIONS ONCE
' HEADER �T��I�� I I`!� (TYPIGAL) GCN97izucTlON HAS MOM5 E G T I O N SGALE, 1/4" - 1'-0' SGALE, I/2" = P-0"
ALL HEADER SYLV5 TO BE (2) 2X10 NO.2
OR BT SYP. 1-STORY, (2) 2X12 FIRST
FLOOR AND (2) 2X10 SECOND FLOOR
NO.2 OR BT SYP. 2-STORY (U.O.N.)
IL ALL. ROOF 5HEATHIN(9 AT 6" O.G. NAIL- ALL ROOF SHEATHING AT 6" O.G•
ON ALL SUPPORTS. NAIL HITH ON A4LL 5(PPORT5. NAIL HITH
8d COM. OR 8d RIN5 SHANK 8d G10M. OR 6d RING 514AW
FLEVA110H FOR POOP PITCH
ELLEVATION FOR ROOF PITrH
EN6INEERPP TFM)55ES A 24'P.G. -EN6INEFRED TPVSSE'9 B 24'OAS..
WMUM R-19 INSULATION - --•---��INIMM R•-1q IWA)LATION '
--1/2'G.P.K PL-.YT OOP /Z'G.P.x.FL•YHOOP
OR 1/16"0519. OR IAW OSB
IVERBLA95 SHINDLES ON 015 FELT ——TIBER6LA!36 5HIKOL.E5 ON V19 FELT
NSLI_AT10N STOP N9A)UATION STOP I'
41U-RIGANE CLIP 030TH SIPS%EACH TFIM)5M GOFB•WTION SGNEDULP 1RRIGANE GLIP 00714 51PE9,FAGH TRIM)SEE GOMIEGTION SCIHEV '-
118-P-24X4"TOP PLATE SYP. UBLF-24X4"TOP PLATI;SYP.
2" X 2'BLOGKIN6 24 X 2"BL."AGKIN6
• 2'X 4"5LI�FT-A-IA ,.7`"'� �/"-�`� / 2,x 44
�a
5EMC0 T}'P4 SEMGO 7PP4--� �1
® 3211 O.G.
32' O.G. •X 2'P.T.SLO<Xj"0 'X 2"P.T.UDf-KIN6
" 1/2•DRY 1^IAlI ,
02"PRY WALL I�_ A1J/MIN.M OR VINYL LAVE_DRIP I IN/M OR VINYL.EAVe DRIP .
1"X 6"FASCIA BOARD —4- X¢"FA 0A BOARD
,.
/B'PLYWOOD SOFFIT X8/0 PLYWOOD SOFFIT
WITH 5GAIE2%VENT5 WITH 56FZEM VENTS
5Em FLOOR SEE FLOOR PLN
FOR TYPICAL J'LAT7= IX FREEZE 130ARP FOR TYPICAL PLATE! `--IX FREEZE BOARD
4IBr• AND VA1JL75 FI8 r.APS VAllL 7 S
1/2'GPX PLYHOOP 1/21 CDX PL.YI•IOOP OR
OR"1/16.050. i/I6'056
IWMUM R-11 INSULATION 01 WA.LS INIMUM R-II IN�T10N II1 WAL-L9
5EMGO TPP
- - 5TLWZO ON 0 32" O.G. —. nxcp ON
BA5E ! FLOORING AS P>FFt METAL LATNI " " " METAL LATH
/2 X 10 ANGh10R BOLTS 032 O.G.
WITH 2" X 2" X 1/8" HAMFIERS. 2'x 2"x I/8'HASHER
4•C•OPtGR>;ft;SLAB HIM 6X6 010 TPP4 � 32" O.G. 4"GONGT2I=TE 5LA19 WITH 6 010 W.W.M,
REINFORC NT2•X 4"P:f.51iOE REINFORG tf 2'X 4"P.T.SHOE
10'X 1!2"ANCHOR WLTS Ar 92'04.
(ALre SIMP90H MA9 OR sM-V-0 FA-3
RAPE
AT 24'O.GJ
VAPOR BARMER I VAPOR BARRIER - V. I �S
• Q. �'V yam✓
• GOrI'AGTEP FILL Grlu(T'(F'I COMPACTED FILL, .4!V
• • (2) 05 REBAR DONT. t
9'-0'MIN.STRIP O'X.ZO"GOPIGRL'TE FOOTER 113e✓Q pU7g1PE RE�INF. � j
b X 6 X 10/10 WI•LF, htlTFi R/�PS�I� I3AR 25"AT G0RN9)
) 04•VMTICAL a '
' 4' FL�CZLL OPTIONAL MONO HALL 5EGTION
AM AT ALL CORM RS.
SCALE, 1/2" - 1'-O"
T` PIGAL_ HALL SEGTION
SCALE: 1/2" - 1'—O"
sev, ��a, Ne) wo
r
'rr --- -- _ _.._ ..._. - -- -- - ---. _...-- -
• I I '
IRE AND I I
4r\I GAN9 _
` rte---� 13RAGE FOR
FAN
I 1 BRACE FO AN . I I
• I I _ � I FLOOD # 2
I\ 1 I WP.OIIiLET ' r
• I , \� � � ► I I II I
I ( I I I II
I ' W.P.OUTLETN�D
J'FIII i
• I / y - _ - FREWIRE I Iit
I J BRACE FOR FAT I
I ! I I
db
qp
CAR
-kp L
I
! I I ( 1 II
I �I
( VI %
Yom_
PREWIREU \Q '
I3RAGE FOR F ! REGE59 1� - I
/ _ r _ db
GAMS I
�`
K.E DETECTOR I I
I
PET. \ .
�;
I
I
�~ � --
l / ) BE FOR FA ueFir
I I AFIu AFI L_ —__Il.._.
I / I <1\ - , I <
1\ ( ` I
4 . OUTLETdb
--- -- ---- - - -_ �
I
TO FLOOD #
PREWIRE
13RAGl= FOR FAN
ARRAIOE TYPE
COMBO ' —— — — — — FIXTURES
. —— MOKE I �
\ / I
DET. ,
\\\ PROVID
( r OPR� DDDR
/ FLOOD 0 1 \
_ -�— \x/ - I —— ' NOVES NOTES
NOTE, ALL DIMEN59ON5 f-J T I5E LOCAL WI-01 a tc 5 f vM BE
CHECKED AND VERIFIEv BY RA4VTMIEV AT ALL TWES, ANY
GONTRAGTOR PRIOR TO SVkX D BE BR.OUOW TO THE ADDITIONAL COPE MELATEV ATTTK ��
00N5TRUGTION. ED MALL AND/OR �0"N SRA V `3✓
D)=516N AL TERNATrIYES WILL HOT E3lw GOMMr-TION.
HELD RE5PON51BLEE FOR DIMENSION tD HALLtlar a�tOR I?D�oI�JLI TIVM
—— — J- — ERRORS ONCE GOFN5TRVG'rION HA5
r// 1 I — I X — I E3EC�l1F1 AW SMU NOTATIONS ONCE
.i'. SHOWER rottgTT�rION I�P3 L�seu+.
LI6Fir I ' ' I ` I ► NOTE, ALL rw155E=5, BEAMS AND
BEARINO WALLS TO DE DE516NED
AND VERIFIED BY A GE RTIFIE 7
I •� ' I TR 155 ENGINEER MOR TO
f'RrJVIpE F'We I CONSTRUCTION. E V HALL AND/OR
' I FOR eARMf-DOOR OPENER I !
PE51<9N ALTERNP.Tf�YI=S W1Ll NOT B!~
FIELD RESPONSIBLE FOR SUCH d e s i g n
R1;WIRE AND I I /
E3f2�'AGE FOR I GALGULATIOFLS oN1GE CONSTRllGTION alternatives
F{AS BE6UN.
I FANS I I r 445--•26 State Road 13 Suite 243
I / Jacksonville, Florida 32259
904-•260--8153
FLAN NO. 3100
db dh 1 I
FoR, MR. t MRS. 5EII ERS
ARRAI6E TYPE
FIXtURTw5 PRAWNo EF+ 10/0t1/C1e,
SEGOND FLOOR EL-EGTRI G/�L. FIRST FLOOR EL.EGT:I GAL. 5GALE P AS NOTE12
DO NOT SGALE DO NOT SCALE SHEET 7 of `i
a�cGv i 101vc / GtIK