128-11 Seminole Road DRAWING FILE NO. U-37 MAP SHOWING BOUNDARY & TREE SURVEY OF
LOTS 603, 604, 605, 619, 620, AND 621 SECTION NO. 1, SALTAIR
AS RECORDED IN PLAT BOOK 10, PAGE 8 OF THE PUBLIC RECORDS
OF DUVAL COUNTY, FLORIDA, TOGETHER WITH THE EASTERLY 25.00
FEET OF BELVEDERE STREET CLOSED BY ATLANTIC BEACH CITY
ORDINANCE NO. 65-89-20 LYING BETWEEN THE WESTERLY PROJECTION
OF THE NORTHERLY LINE OF LOT 603 AND THE SOUTHERLY LINE OF LOT 605
1
( to
0
I >° 6 0 2
FOUND 7 2- IRON PIPE
NO ID 0.3' O
25.00' NO OD 1/2- IRON PIPE 6 -1 8
J
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( 91P 14"PLL1 ENC£ ON LINE NO ID /2- IRON PIP
( 1 P 100.00 225.Op' I
J 8"LK 0 o i 8"T 0.2' I
o 12"T 10 1/2-
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26"LK 16" QQ
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GRAPHIC SCALE
J OW O ( S O 6 4 ® 30 0 15 30 60 120
3 ( u O 0 7"T
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IN FEET )
c
a z I oN 3 - 1 inch = 30 ft.
( p ( p 24"S O Q O
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017-PLM 19"K 18 PLM 14"S
5.3'(
5"PLM16"PLM G13"K 2 o a LEGEND:
—J 25.00' 0.2' SYMBOLS
I 20"PLM FOUND 100.00' e 11"H _ ® 13"C ABBREVIATIONS
( NO ID 1/2- IRON PIPE °oo DENOTES FIRE HYDRANT BM DENOTES BENCHMARK
0.4' it O 1�+� r
13"H 11' cc CB DENOTES CATCH BASIN
225.pp 100.00' SQ DENOTES SANITARY SEWER MANHOLE CONC DENOTES CONCRETE
1 17 PLM O DENOTES 1/2- IRON PIPE FOUND LB 1048
4 CHAIN LINK FENCE OIl UNE Hp 11 ID 1/2 IRON PIP o (UNLESS SHOWN OTHERWISE) ( ) ELEV DENOTES ELEVATION
C� p 6 E m ORV DENOTES OFFICIAL RECORDS VOLUME
I o 00 0.4' !LC3 OO DENOTES 1/2" IRON PIPE SET (LB 6645) ELEC DENOTES ELECTRIC
O DENOTES PK NAIL AND DISK SET (PLS 1674) SSMH DENOTES SANITARY SEWER MANHOLE
Q 6 2 2 Q OHE DENOTES OVERHEAD ELECTRIC LINE
v o ® DENOTES " X " CUT FOUND DENOTES CENTERLINE
Q I O DENOTES RAILROAD SPIKE FOUND PC DENOTES POINT OF CURVATURE
PT DENOTES POINT OF TANGENCY
DENOTES UTILITY POLE
a; O o PCC DENOTES POINT OF COMPOUND CURVATURE
( N o >- o ( DENOTES SIGN PCSP DENOTES POINT OF CUSP
Icy oP DENOTES PINE TREE
to S DENOTES SYCAMORE TREE
( CC • 0 6 p 7 DENOTES WATER VALVE K DENOTES OAK TREE
L— v Alm T DENOTES TALLOW TREE
J 2 3 N DENOTES WATER METER H DENOTES HICKORY TREE
6
C DENOTES CEDAR TREE
r...`f o I o ( DENOTES GUY CH DENOTES CHERRY TREE
0 0 LK DENOTES LIVE A
C;I r/1 Gv MPL DENOTES MAPLE
N `n `�•[ �Q DENOTES GAS VALVE PLM DENOTES PALM TREE
MAG DENOTES MAGNOLIA TREE
DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) TWN DENOTES TWIN
FOUND 1
O g IVO Ip /2" IRON PIPE
I
70.00' o
«o PREPARED FOR THE BENEFIT OF:
LARRY HUNT
FOUND s/
IN CONC. O ID BAR
(STREET NOT POSTED) •o'WOE Err
BURDEN -u-ND
IJV W V �O0 Wc�J INC. S ?
LB 6645 PROFESSIONAL LAND O. 71IDA
NOTES:
i
•3:.
RO • �g$C
1.) NO INTERIOR IMPROVEMENTS WERE LOCATED AS PER CLIENT. 1103 SOUTH THIRD STREET DATE. NITS JACKSONVILLE BEACH, FLORIDA 32250 `•• •
(904) 249-7261 FAX (904) 241-1252 SCALE:
. THIS MAP OF SURVEY IS NOT VALID UNLESS IT IS SIGNED DRAWING FILE N�U-37
AND HAS THE RAISED SEAL OF A.FLdRIDA LAND SURVEYOR.
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LOT X019 SECTION N o . I SALTAI��
A 5 RECORDED - IN FLAT DOOK 10,
PAGE 8 OF PUBLIC REG0P[1 .
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City of Atlantic Beach
Duliding and zoning
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t ALL EXTERIOR WALLS OVER 3'O' IN
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3. ALL METAL GONNEGTORS NOTED ARE
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sw SHEARWALL5 NAILED AT O.G. ON, EDGES AND
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C, O'2G - - GREAT POOO�'1 - - -
VAULTEr) VAULTED
a- { ENTRNf
r 1B• cl.h.
J) n 2/2 X 12 BM_ ' ._ a x 6 - -- ---- - - 2 _ ' , 2j'2 2 s B .
-Z X F
d
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d n-
/ 4 X 4 P05T W." &MPa30N •�
STRAP BEAMS TO f'05T i ABU44 POST BASE
W/S1Mf SON C2) HG .^TYP)
HEADER IZE� D �AGt-ORDING O C RANGE
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I
_ STRUCTURAL NOTES
STUD TABLE
- BmCk KHEER - •
1.' WOOD FJ=AWING SHALL COMPLY WiTH SECTION 23 OF STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS
t F I MINIMUM 1'- 16d or THE LATEST APPROVED ADDITION OF THE SBI: CODE.
I/2' . +o' ANCHM Bolls • 32' oc [ND 16- 131" x 3" IN THIS
./ !' . Y . Ve' wAy.Tws L wCut CUT LENGtN SHALL BE 44• ZONE (TOTAL) DOUBLE PLATE (NAIL w; ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE CEiLtNC No. 2 SPF No. 2 SYP No. i SYP
. 2 r • Pt Sell ON S•.lSE1l
LtwitN FDA 16' DEEP'./OiIT 131" x 3" ® 16"oc- A MINIMUM OF a'-p• AND NAILED WITH 12- 16d COM HEIGHT x4 ___2y6 2v4x 2x4 2X6
-/ Stwo 110019 O 32" o c '. -
. STAGrEREO NAILS ❑R 15- 3'>< .131' GUN NAILS '
e.6. 10.10 wow OR 4' or GREATER 3 ALL GABLE ENDS SHALL BE BALLOON FOAMED np 8 rt. 16-0c. 24"oc 16"oc 24"Oc. 16'0c 24'•oc_
r1e[•Y[sN at:.+rORctltHt 41111. SPLICE BRACED PEP DETAIL.
d. ALL SHEARWALLS SHALL BE' NAILED AT 3' oc. OR 6' oc 9 rt 16"oC 2a"oC. 16"oc 24"oc 16"oc 24"oc
' r cttu Z
• SPAN 2- 2x- TOP PLATE BLACKING OR SOLiD (MiN (3) 12- (AS NOTED) ON ALE. EDGES AND 12' oc INTERMEDIATE 0
a I BLACKS) NAILED •r/ 4- 131" z 3" w/ ?d COM NAILS 0110N.) BLOCK ALL UNSUPPORTED to it 12"oc 24"oc 12'oc 24"oc. 16"oc 24"oc _
GRADE2x_ STUDS NAILED TO EACH
NAILS EDGES WITH 2.4 ELATWISE BLOCVING SHEARWALLS
e uq VAPOR gAPRIER ov[R OTHER w/ 131" x 3" O 6"or ` SHALL BE 15/32' C D X OP 7/16' OSB. (LION.) ~
I• l rlr FED ANO COWAIC1[o Fal STAGGERED 2x- STUDS 11 it N/A 16 oC. N/A 16"Oc. N/A 24
r "oC U
I e ; STRAP HEADER STUD, TO DOUBLE TOP (-LATE w; _
41 c19.i 4- 111'• x 3" NAILS AT EACH TPP4/6 At EACH END OF HEADER AND NAIL wl P- i0H! t 3 I,'• CWT { LE GTN BLACK (-QM rlAl1_- OR In- 131'- 2 112- GUN NAILS 12 rt N/A 16"oC N/A 16"0c. N/A 24"oc
1 WIN 25' LAP 0 C0014M Provide n1nhi.M4 1• • SEMCO TPP4/8 0
i =
-4. end drttonCe TOP AND BOTTOM SEMCO TPP4/6 v 6 HEADER STUDS AND HEADER rR(FpLE^ SHOULD RE -
' NAIL w/ I - lOd CON - _ �- P AND BOTTOM NAILED TOGETHER AT E'oc w/ 12d GUN NAIL', C 131- 13 rt N/A 1Z oC. N/A 16"OC N/A 16"0C
t srOa, coNolrloH � tIN10PC/ A4D EN TH A CHOR BOLT WITHIN 12" OF 3'' STnr,GEPEn CLiP UNiT TO SHOE PLATE WITH z
Sir,pson Stror,p-Tie CORNER I- TPP4. ( CLIr' AND NAIL WITH 9-- Inrii COM NAILS O
• TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER CS16 At 72' 8C. -"`- 1 rl I Q N � -- -- - -- ,
f 14 11 N/A 17"oc N/A 12"or N/A l6"oC.
I
CA 7 ALL WirJnOW AND DOOR i OMPONENT- MUST PE DESIGNED TO c U ,
W1TH..T4rJI1 THE K : 1GN LnAD' BA,FD nN A Inn MPH Wi ID rJOTE THIS )ABLE APPLIES TO �TRLICTIIFES W11H
-1
T'TPICAL 2-STORY BETWEEN FLOOR STRAPPING' ZONE MEAN ROOF U '
--- HEIGHT LESS THAi) 25' AND COrJSTpi_ICTED IN WIN[)
SCALA: NTS
8 ALL CONNEI TOP; APE SEMCO OP EQUAL IIJON ) ZONE Q
t• . - - L IJ O OJ"
10193 MPH OR LESS
i 1/e' WASHERS 9 FOUNDATION DESIGN 1S POSED ON MINIMUM �
SOIL w
I+/r . Io• wc + Ban • T:' ec BEARINr CAPACITY []F ?.1100 psf' L.L
2 . 4 PT Su ON SUSE4 • •
• - SPF STUD GRADE MAY BE USED Cfl 8' OR LJL •-
rrPICrAL FRAMI►JG OF CORNERS ANO PLATE LA1'O 10 r N WIN LOAD" AR A" N 1►1 �7�7 [C I LESS
e.e. Io.10 wwv a+
r101"uESH REMr011CtwENI NOMINAL PLATE HEIGHTS ON SINGLE SroF 1 AREAS tlR
5 tV
THE SECOND FLOOR ON TWO STORY APEAS. 0 W
BOTTOM OF SLAB
Li- z
'�'�• i►..•, • , l I
t y � T JSc
VANurACTIMER C0NNE(:T w NIN INTERIOR BEARING FOOTING NAILING PATTERN HOLDDOWN ANCHOP ALTERNATIVE EPXIED ANCHO
V)
e
WIL VAPOP BAP01[It 0.4R 12• .��.
•10EATc0 AN(I CO•PACTEo rxt ....._...���`""i15r� CbNT1N0US 3- 16d +:TIM EA. , S/0 •e' trfDGE
..��� ; CK r slMPsa) tTt:o 10- 16d co1� Mt52,8 5 8" THREADED � _
USE EPDXY aNr►+0c / DED ROD WITH MIN 5" EMBEOti EN r Z
I ` PLUMBING WASTE LINE BLO (rip P ) NAILS � ANCHOR
• _.[__'_
Ar
SIMPSONd MiT"AB 4- 16d C*► O
` � MTT�$8 :NcNt� WEDGE 5/8" THREA(:IED ROD WITH MIN 7•' EMBEDMENT Z �ONLY WITHIN 3- I �rj COM (T t F.) 6, or EDGE C014CPETE LTT?0 �N�N� wEDrEi/� THREACIEC� ROD WITH MIN 5" FME;E[�MEN T w Wt IS'1 CM+t ^ , ` NAILS ,-
• wN 23' LAP o c00N[PS
i y• cE1ACr1 MTi�)B ?4- 16d 1(111 I'1. X
r 1 • s j t 3tdPr tON01r1M,. VSE �x4 BLf1LKINr QD 241�1:
""'L' N/A 3/4" THREADED ROD WITH MIN 8" EMBEDMENT .
) 111 5's CON( HD8A
t TePICAL MONOLITHIC FOOTING SMPSON HD8A 3- 7/8'• BOLTS S/r3'.8' wEDct
SGP3 5/8" THREADED ROD WITH MIN S" EMBEf?MErJT R W O-SHEAPWAIi_ FIII• ANCHOR
J SEMCO SGP3 24- 16d CCE 0 -3
NAILS WEDGE ANCHOPS SHALL BE "RAWL-STI_ID" OR "KWIK-BOLT" OR APPPOVED EQUAL
EPDXY S STEM SHALL BE SIMPSON "EPDXY-TIE" OR HILTI "HIT" OR APPROVED EOUAL
,, �� TYPICAL INTERIOR SHEARWALL Tn TRUSS CONNECTIOrJ •
SPKk VENEER WITH 1' NR SPACE
• CONNECTION TYPICAL NA&ING ALTERNATE NAILING 1 ALTERNATE NWNG 2
AN(1 wAll• t1E5 Ai 16.00_ VERT AND AT 807'I'OM OF SLAB •
32" oc HORIZONTAL 4• MiN
*IT" GALv rLASH1NC AND WEEP MOLES _ 1 -
1 2.4 P1 SILL w/ SEMCO TPP4 AT 32' x.' - INTERIOR BEARING MOTING Lap in double plate 12- 16d common 16-0.131'x 3114"gun nails 20-12d sinkers •
1/2' . 10" AB AT 32. OC 12-_w_.�__ ..�w..�....w!-"-A5! CONTLNOUS • R • • R • •
�''�' - 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 wllh 0.131 x 211Y 4 o.c.on edges and 8 o.c.In �-�--1
W/ 2• . 2' 1/�' WASHER • SiNPjQN PA ,I E►+Ea ;TARP
PLUMBING WASTE LiNE SW-shearwall box,screw shank or ring gun nails the field with 0.099"x 2"gun nails
4' CONC SUB 2500ps, w/ GAPAGE SLAP T►4rfvENED EDGE •
' (IPE PuESM OR 6.6-10/to wwu
IF F NEC NECESSARY
IREBAR AND FOOTING o.c.on edges and 12"o.c. in the field with 8d common, 3'o.t on edges and 12"O.C. in gun nails
;tEMVA( l SMi 3 -shearwall box screw shank or ringthe field with 0.131"x 2112'
• 112 or 1116 Roof 6 o.c.on all supports with 8d common,ring shank or sae 6 o.c.on all supports wittl•0.131 x 2 112smooth,ring or 6"o.c.on an supports with 0.099' 2'ring, or annular
I 1 ;1EMVALI F00T1�1r, • • • • • r
--- 4 X
L PLUJu1BItJG PENETRATING INTEP•110R BEARIrJr FoorlNc
Sheathing, 100 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 roof edge CA
f 118 edges 4 o.c.on edges and 6'o.c.in -' �- C
4"o.c.on and 6"o.c.in the field with Sd common, '
- CICA►4 TREATED. COMPACTED rill
CUU STFVWALL w/ 114 VERTIrA( 1up-H shank or screw shank _ the field with 0.131'x 2112' gun nails -_
AT 48. OC AND All CORNERS ./ ' • • -! - - - -
Semco HCPLL/LR 4-8d common in truss and plate 4.0.131'x 1 112'nails in truss and ate
12' HMT( AT S11 C
NOTE 1�rnrrlon " • O
UB AN(, 6' MOOT • OPENINGS TO 5' • ` , CO comrrron -- - _ 3EXI NL 1 ORL _ Q
!' AT r,,�,i'Nc MOTH USE (1) .-. Semco RTPGA830 1 -- 16d in each member 13-0.1-62'x 2112'nails in each member •>�
• 1 tPP4/193
TOP AND a ..� • - ------ ---- -- --- Ln
BO1T - Sv=MTM 24-18d OOIM10n _ 24.0.182'X 2112'r1�
M4 PENT INTO r oO r lNr ANLL HETAL 18 15.104 X 112' -- 15-1Qd OOrT1 2 UUsss mM1 - -_ - --- C
1 O
rr�OTMG TMG - C20 *4T • OPE►rrHGS 5' TO 1 ri4ICvENED EDF,E - -_�5a% 3 .....__L-_ ,- --
^O G Z/S's CC 7'.WIPTH W -- - C
co
Fon TWO-StOPY - Y)
(2) TPP4/6 TTO TOP R4 •-/Eat -TYPICAL• , r
• � --
USE 22'.10' FIG ' ANC) e8 A�32' e c - ----------- x ILL - --------- -- •__----- ---- --- ------ -- � w C
3 15', CONT NOTE -(iwo CALi 1 II, c oNJi T•1 0011M110n in r�8fM 895 -------- E � �-__ ----- ---- - ----- -_-___ F4 1-7 �•
y _ �A V x 2 3 phi
nrK,AL STPAPp,y(• (LINO) f �r10f1 ;V.1OL �L-ILL _lii�lrf---.-___-_ � r
TYPICAL STEMWALL w/ BRiCK VENEER
ANCHOR Bars P r M NT nF ,IMPSON PAT.i EMR ;tPAP . - HT 32-18d!>�1_ _. -_._.-_ - ---- ---- --- .- - _-_ - - -- F•+-1 1<7
LA.E E
P
MAY BE LOCATED I Semco SGP3 _ 24- 164 common_-- ----------.__ . ------- 2 .162'x 21�nails------ -- ------ -- -------------- ---- -- �
M
At EITHER sroE J w
or kRJG STUDS. -- _ __ _.__-. .� ----- - -- ---- -- ------- -_ ---- - -- - -- -
PLATE "T BE
CONT BETINEEN r•
+ BDLi AND k I►►C
2.4 PT SILL •/ SEWO TPP4 AT 3,• OC STUD - - - - -
4' rOfKpEiE ,1fP l_[ir MA 1 BE ' Ft ItJLIE I I.IF , 1 6 1.I,R � .. • �' C
j • ± 1/2' 10' A 9 AT 32' OC ANCHOP BOLTS 8.6, 10.11) wwu On
Z
MUST BE I/ITHIN IIDEPVF" o r,r MAYIMIIM TPLI,�S IIPLIFT r-)F- O r'
I/,' wA5►•ER 12' OF wiNC E Tr P4' �o" • 1 )kI
4' CMK aAe25000:: w/ STUDS 4 5 l� r,r T11F' ,i Al_ITT_ BON'S r"1N TRII`;S( ,Lr,r'n F[ F'F'F ..ErJl:lt•JfEF%EQ TPII':SE� AT ?4" (1r
r )
11
a PIRERuESH t� 6.6-10/10 wwv T/2• . 10' 1 19 ;-- ---' - 2
4"oc
r'r)( r SF�1rJr LF-. 'F�F' I ay FEI.T U p
AtIC1MR BOLTS 1 •• •• ' r
< ` AT 32' o c
(TYPICAL) 6 uq vAPfP LiARPIER f4gR Tr'r>(1'S it IF,
"pr i(IP .4 F3�_iT Tl1Rt - MAYIMIIM TRi.I;S I lr'L1F 1 CIF
I y Qi
tPFATEn A cr.yPArrrD Fitt Q��
-- (+1 r ss 1tj41) 's 011 IPI.1'-•')F� ;I•Arf o
:nrlr ,'A ,�� i ! ( 1'_ Lj IIF.ATHIt11:• rtnlli.[: AT F� ' L"lT I. ALI
r•+-+ !
z
rrPICAI HEADER STRApPINC, r ",I lf'I" ,F�T'� V, 19'•1 I ' 'M r'I[1 p,J FlrJi, �J1Ar11 iEn
- CtEAt►. TREATED. C0IIPACTED rill A 1R• �4
M TH IIF' IF T r'IAU. " IN ' 16 0 - C
I. ; - e' CUU STEIMALL w 1/4 APr I SCALE: 3/8">• 1•-0" TYPICAL FJOtI-EjEAR1NG STEP F <ITRJG '_iH4I�NAV(;_-n LIR 1 T_E(;►A('J _PATH TQ T 1��IjrILIA71CifI
r K� (� c f• :_ t
�A \ ) - - - - ---- - _
AT 48 OC AND ALL COPNEFS. ./
M O
� 12- HOCK AT SLAB AND 6' MOOT _ . III IP -•I'_AIJF Atli-H0P AT EAI H Tf?1.1'-' - i
zit
�• At FnprING I c•F_E F [)I IIF i
BE
I-3�
,......
{ 1 RErEP TO WAIL SECTION FOR TYPICAL ANCHORS
zo IO• CONC. ,,'if," •5TPIJC TI.IRAI. ROOF `_•HEA TITItJ1- 1 I ••r ,t/�.,;1,
> roormG ./ ,05's Coln 1 N CONT C Irll I r 1 y: : .� •'� y►,;''4:.j
FOP TwO-STOP( 4 t -' .4 (II TRI(:(, F= (1, 4 ,"n [ . FSI F T F PLATF
T f
on
z 15E 3 /5 s Ca+t CC'$C SLAB 2so0rta w/ /S CONT or USE 1/2 J _E P _ E 19.191-(• TPF •1 (. A T i, lt- �� '..•- �p/C ,
it FIFER►rESN OR 616-10/10 WWu . 14' uIrNQR Bats ,' \ • w' 7,,''
z•� TYPICAL STE1awaLt. BLr�17111` , PEOUIRM BETWEi I`4 1_AJTRII:C,EPS I�I�11pI,arJE CI IP la _'S I-1F, E'?11AL_ 1Li n r•) ) CORNICE DETAIL AS
o - . A o r
w
GRADE I .V SIMPSON A35 PER BUILDER'S SPECS
E LOC►'IiJ�; C ;HEA rF(IrJ� !(,It1 T xd RC.r?t;E FAF T( R !'I: rJ i ;F'r 1�.'_ ;TI I( '' AT + r-" Or:
GPA CLEAN. TREATED, CoupAcTED rill A. F'PCIM GABLE END �,HIrJCLF STPIF' ( _EE ;Ti I[1 TABLE F r+R ,I,.E
z 1
- -- - t, , i-rJC1 F-'A('ItJ� AT VAPII,.I1J` NI�I(3HT'',)
FASCIA Z
,.
-'xa ,C.ng rprJT TrIP � I
1 TO BCTTn►•1 TQF I_HCIPD OF GABLE Filt1 TF=1.155 i;' 1t i''F3 ;r1EATHlr•J(: rJnILFL� A; rJ1�TF.i �I)
cLFAT, COuPArrEO FILL �NQR[' r 8 FROM [)Roo 3 1 /2" r )tl SHEnFW/+L. L/1 I I It tT N I
I AS rprlT
3 - TYPICAL FOUNDATION IN GARAGE TABLE _-,4
4 ( (1`JI ;I AE SC�C)CSI w;(
M �. (' T SOL w;' SEM(-(j TPF'.) , F. AT z= I)l
1�QN T _.� SC A[i Ff1QM 1(�,r' TI-1
_ TYPICAL 1t+ICvEt1ED EDGE 1-0�7TIN(. +� j- 12d NAILS G') X -_ r'Ar ItIC. ( . ) F_INEPME,Fi* CQ 6, E,- 1("),' 10 wwm
3 .✓ pQT1r�M c�HOF'D a F • II r•) rl I
r E .TYPICAL AT (PRr_1V10E Ap[)I TInrJ AL 2-1•t
I
�- x-gRACIN VEP. Tlr_.AL IF HII;HEP THntI 48" i 10.. A B AT i�.. I�r_ � Q
+ . 4 STUDS O IS o.c
x 2 s TO rnFM AN ..L.. SHAPF ) w Y I 'g vrA�NER ,
2 4 STUDS O 1C' oC No 2 a Bt SPF 2.4 S(-AB IF VERT
No 2 or et Srr CLiP STUDS TOP AND BOTTOU
'• w/ SE4tCp TPP4 O 32" ec 'MEET IS NOT TOE, NAIL TRI-I;; TO DOUBLE
M CLIP STUDS TOP A•+C eottou °." I:M11 STEMWAI.I- vr;' 1 (i 3 VEhTI( AI t- �
i Z ra
PRESEJ'J T PLATE w / 16th CVM 1�1 g..�_ _ u �
w/ sEuco TPP4 O 32 oc AT 4�.. ,_If AtJC' DLL ('(1F=rJEf?`i. w %' ' Yoi, No`== c
w
� CS
19/1- . )• wED;E u+CMOPS -
1/2- . 2' WEDCE At•'HOPS O 32" oc
0 32 oc 4' CONCRETE We w/ CONT. 2x4„`3' #2 5`IP 8OT1t)r.4 I;HORL) (=)F CABLE 1 HOCI_ AT SLAB Arlt-) 6" HO(')I �
a •• CONCRETE SLAB •/ - 616. 10110 wlru nR LATERAi. EtJD TRJ.155 ♦. im�E-�
r18CPUESH REINF
6.6. 10.10 WWu nP AT Fr1QTIrJG w i:0a• E
r%3EouESH PEwr A EHL VAPOR BARRIER OVER d SPACE �8 'OC. / O z w r
F c
TREATED COUPACTEO rttL C'- .•L TOP PLATE "0" , i0" CON(. m c L
, 2x4 BLOCKING n
FOOTING w,, 2#5's CONT ac'0.0 ^)�
• 4 - �i f 48"OC BETWEEN 2Y4 '3 TI 15' ,�C + � mrZa
•.. 6 LIX VAPOR BARRIER C14R. J . f .-j_.. . -_ E...'
GABLE MID FIRST - 6>:7' dam -•�
_ ( TREATED & COUPACTED FILL i 192) / S'� cONT. TRUS'3 4 -
(2) / 5's carr 1 ," 1 a- `, y _BRACE (a' 8 - `-
-� NOTE FOR z-siortY cOnaTioN 0 OC - > STORY F!iQTIiJC, c - Z �sCL 0.
F• ALL ME��1f_'EP" L BE-
[�E �; T'P `0** r TO.. CONC.
1 Ai I ►40TE' FOP 2-StORr Cn1rD1iION t USE 1'-8' WIDTH w/ 3 /S•s CONT 1 ) �H ALL LJ E_
USE C-8" WIDTH ./ 3 /S's CONT '
FpOTItJ, w/ 05's Cow, SHEET:
Y4 z rYPICaL (ABLE EirU ( K-BRAcIN(: ) ( -1 r1PICAE. E><iERIhR wnl.l 5ECt1 r�
r, r � ` TfPICAL INTERIOR BEADING STEP FOOTING �� TYPICAL INTERIOR BEARING •FOOTING (7 1 //
S - 1
I •