Main Street 1090 i
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RIE'SIDENCE for LOT 2 , BLOCK 1
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at WEST ATLANTIC BEACH II
Atlantic Beach , Florida 3
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by : BE5TCON , Inc . ' I D o 0
JU11I 1 5 1999
4-3
City of Atlantic Gear
Building
and �tlr�lrt�i��'�
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Lo
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TREATED SOIL G MIL V15QUEEN
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SLAB AREA u
j I 1451 5cl ft Ell
0 LU
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Detail C Detail D
Wt15 @ 320 oc mucl 541 .whom 24"
Detail A
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5hearmlls nailed at G"ox, on edeas and
12"ox.on ntermadtate wpportsw with 8d
common nails
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57' 0 5hearAlall9 nailed at 3"ox, on edges and
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\` I GARAGE 14'3x10'10 , 2 m
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PLATE HEIGHT -7-9' / I I CV r
I O' CEILING
PLATE HEIGHT-71-O" // I I
PLANT SHELF OVER , �� Q I O
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oxx Vog" STRUCTURAL
STUD TABLE
'-A*S&-U MANUFACTURER CONNECTOR NAIUNG PATTERN
�./r. 10-A"E"WLn•!r•■ I. WOOD FRAMING SHALL COMPLY WITH SECTION 23 OF STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS
Vi r.r- Vr.LS-M THE LATEST APPROVED ADDITION OF THE SBC CODE
30M� ,'._u,'�"""OR ' "�w+ c,n uur)*w swu K ts• CEIUNG No. 2 SPF No. 2 SYP No. 1 SYP
r..n Tu eN uu■A+ , "' ►Ole t6 DEEP JOKT �IMPSON LTT20 10- ttld COM 2. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE HEIGHT x x x x x
/•/SO1°'°'■•"' •• NAILS A MINIMUM OF 4'-0" AND NAILED WITH 12- 16d COM 0
Ifs[ EPorl AAICYbR OT{Y wRNN
wti 1o.1e...Ie oe e-OP EDGE COICITETE
'°"'e'"`� °"°�" R 16 3 131
NAILS O - "x GUN NAILS
SIMPSON MTT28B 24- tel:I CON 8 ft. 18"oc. 24'oc. 16'oc. 24'oc. 16"dc. 24'oc. �---
NAILS
� 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR
4 SEMCO MTS278 24- 16d COLA BRACED PER DETAIL 9 ft. 16'oc. 24"OC. 16"0C. 24'oc. 16"oC. 24"x.
rLaIr. NAILS NDCOMFAMDFU 4 ALL' SHEARWALLS SHALL BE NAILED AT 3" oc. OR 6" oc 16*0C.
td ft. 12"oc. 24'oc. 12'oc. 24"oc. 24'oc.
• •• $IMpg012 HOBA }_ 7/g" BOLTS (AS NOTED) ON ALL EDGES AND 12" oc INTERMEDIATE W
!►5'.w,w `�" w/ 8d COM NAILS (U.O.N ) BLOCK ALL UNSUPPORTED
W w• � rao.(a �•dfi§6� :'j" EDGES WITH 2x4 FLATWISE BLOCKING. SHEARWALLS 11 ft. N/A 16"oc. N/A 16"0c. N/A 24'oc. Z
• NAL •/ 'I - t0d CDM SHALL BE 15/32" CDX OR 7/16" OSB (U ON) 0
„S.,00.•rlIC" (STOP AMD a "OAC ENO j HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR
cs sis, swi«� 12 ft. N/A 16"dC. N/A 16"0c. N/A 24'oc. U
A TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER s/B_■g- ,E� 5 STRAP HEADER STUDS TO DOUBLE TOP PLATE w/
MTS27B ANCHOR 5/8" THREADED ROD WITH MIN. 5" EMBEDMENT TPP4/6 AT EACH END OF HEADER AND NAIL w/ 8-- 10d
TYPICAI '2-STORY BETWEEN FLOOR STRAPPING COM NAILS OR 10- 131% 2 1/2" GUN NAILS. 13 ft. N/A 12"oc. N/A 18"oc. N/A 16"0c. Q
r I A c om wom• .s. G
3/4•xe. WEDGE
�.LR�/r•2- yr W$4161A MTT28B ANCHOR 5 8" THREADED ROD WITH MIN. 7" EMBEDMENT
>r� we� / 6 HEADER STUDS AND HEADER CRIPPLES SHOULD BE � T /
scwro IM!AT 2■••s 14 ft. N/A 12"oc. N/A 12"oc. N A 16"oc.
2.-n!AA w TKLPtl■ 1/2'A7" O NAILED TOGETHER AT 6"oc. w/ 12d GUN NAILS ( 131 x
-/ToCow"••!r• LTT20 ANCHOR 1/2" THREADED ROD WITH MIN. 5" EMBEDMENT 3") STAGGERED CLIP UNIT TO SHOE PLATE WITH
new oan 1- TPP4/6 CLIP AND NAIL WITH 8-- 10d COM NAILS
�r NUT w/ 2- x 2" x 1/8" WASHER HD8A (U ON )
N/A 3/4" THREADED Rap WITH MIN. 8" EMBEDMENT I NOTE: THIS TABLE APPLIES TO STRUCTURES WITH
WEDGE ANCHORS SHALL BE "BAWL-STUD" OR "KWIK-BOLT" OR APPROVED EQUAL 7 ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED TO
WITHSTAND THE DESIGN LOADS BASED ON A 100 MPH WIND MEATI ROOF O
BEAM- w/ 1/2" THREADED HEIGHT LESS THAN 25• AND CONSTRICTED IN WIND
' ■r we "Aw�wlwVe/rn'F.A ROD THRU CENTER EPDXY SYSTEM SHALL BE SIMPSON "EPDXY-TIE" OR HILTI "'HIT" OR APPROVED EQUAL ZONE. Ll--
�, ZONE OF
SIMPSON PA 51 EMB. STRAP 8 ALL CONNECTORS ARE SEMCO OR EQUAL. (U.0 N.) 100 MPH OR LESS. rn
2►f'.CL"I. V J
w•.m-w•coma
CONINFUK`°` PERMACAST COLUMN GARAGE SLAB THICKENED EDGE 9. FOUNDATION NG CAPAC TTY IOFBASED
N MINIMUM SOIL --- SPF STUD GRADE MAY BE 01 )FD ON 8' OR . J
LESS Q
B TYPICAL MONOLITHIC FOOTING SrEMWALL NOMINAL PLATE HEIGHTS ON SINGLE STORY AREAS OR
t0. DESIGN WIN A ARE A N THE 1 7 I THE SECOND FLOOR ON TWO STORY AREAS
SfEMWAL.L FOOTING 1 1 WIT WIN P F 1 M H W
PICK VENEER MEN r A*SPACE NAIUNG SCHEDULE
� Iiw166dfY1e�
' AFD WALL TIES AT 16-oc.VERT.AND AT
32-a NoRROMAL
WITH ALV AASHW,AND WEEP HDUS 1 2" THREADED COUPLING CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 AItEIlMATffi1WLN82
/- 2a4 Pf Sll ./ SE1eC0 1PP4 A7 32.OC. / I •
1/2• . 10-AD. AT 32•oc COLUMN BASE % Lap i1 double plate 12 1f1d CDmrnOn 18 0.131'x 3114'gun fla!!S ZD-12d sinkers
/ 6'0.c on and 12•o.c.In the}laid w1h 01311'X 217 4•o e,an and B•o.c-in W
l/r wASIKR
4-CONC sue 2Smoro•/ FOUNDATION 6'o.�On edges and 12•o.c.n the bald with 8d[2]rrlrllOrl,
FeERw sw 00 6.6-10/10 wwu SW_5l* wj bm omm gIvink or ft gun nails � the Geld with O.OW x 2•gunnails�
t/2" x t 0" GALV ANCHOR BOLT o.c.on edges 12•o.c.to the field with Common. o c.on edges and 12"o.c.n gun mils
5W -Omwak 517"alaAofft the field Y&0.131'x 2112"
TYPICAL -PERMACAST" COLUMN 112"or711G Root 1;•ox,on all supports with 8d comm,ring shank or scm 6■ac.on all supports with 0.131•x 2112'srTu*,ring OF 6•o.c.on al supports wkhp.099"x Y ring,saew a annular
_._... ,,,. TREATED,couPAcluO►u0) Shea ,100 MPH kank4'o.c.edge nmlbV with T of roof far shard(gun nabs,4■o.c mit within 4'of cool Wwi Burl nail&4' a.c edge nakrlg wFm 4'of roof edge-
_ cau sTEwomi, •/ i p 4ffnC L A _„�., :,,� •�., 116• ■o.c on edges and 6'o.C.n V*field wkh 8d m mon, 'aG on edges V o.G In � W
' AT 4a Tx.Aw Au oar s, "/ #4 BENT INTO FOOTING AND %Idwffh0.131'x1 VY rob
12•.o0x AT sue AND a-Nop IKTr To s a-,�,�_ - �� - THICKENED EDGE shank a saE+�N ahaNc -0.131"x 1 112'na116 in truss end
;r '0• A, FaoTwG. OPVTraOAC (u -10--• e•-"- Sen1CD HCPLi]LR -8d G nwm In 7=and -
TPVrri Too ACD fAlTrilOn Wrmlmq)
#4 VERT. -TYPICAL- Sema RTPGA830 1 mem __13-0.162'x 2112"naks in each member M
r•� 'rt
_. 20-. ,o•Cows oFoacs S• TO -1 1 --- "' N v
FOOTING w/ 2/S'.COM ,` r VIVIN USE - 1
FOR rwo-SFOwI ___ (A2.0) IPPA/4 TOP FETAL 16 15'10dx111Y - 15.16dam (1on*L
iP0/ Tr y 1 #5 CONT. x N
.! S/SQA COM NOI( �.__ _ (TYPICAL) -
TYPICAL St1dIPP•IG(tam) PLACEMENT OF SIMPSON PAST EMB STRAP .1 �7tmix h N X v
^ 7YPIGIL 5TEMwALL w/ BR,GK VENEER ANCHOR gqn - fo 0
��_M._• _ __-
r(AY rK Ll!7 OCATED
AT EwNEIII Sa
Mo-
or XING s+(xrE -- m O cV CO
PUTS IKW Of F"•"7 04
• COW 6E:TwEEM
BOLI AND,KING
.__.�._ 214 PIT Ul So"TPP4 AT-Sr oc STUD LliM y
_._.. I,r. 1O•A.B. AT 3r OC. ANCHOR�'S X
/ •/ 2_ 2 I/a wA�KR j 0
INV K wm.i PRE-ENGINEERED TRUSSES AT 24. OC. - 1 ~ Ly W
u•a xoiG
7/16" STRUCTURAL ROOF SHEATHING
4'COW. sue 23001I.i./ : sTuos
rwAMESH OR e.6-,o/10"U 1/2 eo ROOF SHINGLES OVER 15 FELT - W
/ ,s N 2x4 OUTRIGGER ® 48"oc. --- . J
rA3 2 Ow
FA-)Al 24•0
=717/16` OSB SHEATHING NAILED AT 6" OC. ON ALL BLOCKING REQUIRED BETWEEN OUTRIGGERSw >
HURRICANE CLIP H-25 OR EQUAL O
ttCAIL TREATED, tO.wACT[oI PaL I TYPICAL HEADER STRAPPING SUPPORTS w/ 8d CDM OR 8d RING SHANK,
SIMPSON A35 `� 48"or (/) N
-^-- - - - 6-C,AV S7twmALL"/ 1/4 VERTICAL
AT 4e•OC AND ALT,COMILIRS. w/ HURRICANE ANCHOR AT EACH TRUSS Zx4 BARGE RAFTER CONT. U
e �
ITO' 12•"Wk AT SUS AND e•INOOM (AT FOOTI.r., SEE SCHEDULE ) /
co
SHINGLE STRIP = aD
---A
2x4 BLOCKING 0 SHEATHING JOINT
p• . 10-CONI TRUSS (2) 2x- SYP DOUBLE TOP PLATE w/ JGAB
' GABLE END
FOOTING ./ t/s'•CmFASCIA r, O
--�--1 �
o-3-
LOCK COM d EA SEMCO TPP4/6 AT 32" OC ----TOP CHORD OF GABLE END TRUSS to .�
row ��� Zx4 SCAB CONT. T
I-g. "� s�s•CO'" BLOCK (TYP) CORNICE DETAIL AS DROP 3 1/2'_
DtYPICAL STEMwALI
YSME BOTTOM3--12d COM (TYP) PER BUILDER'S SPECS7xSPF J2 STUDS AT 16" OC. _ CHORD ® 8' FROM2x4 BLOCKING o 24"CIC. CONT. 4x4 SCAE3 FROM TOP TO(SEE STUD TABLE FOR SIZES BOTTOM CHORD ® X-BRACING3-- 12d NAILS TYPARWALL AND SPACING AT VARIOUS HEIGHTS) X-BRACING (PROVIDE ADDITIONAL 2x4'5 ®
VERTICAL IF HIGHER THAN 4$
' II 7/16- OSB SHEATHING NAILED AS NOTED _ __.__. _ 2x4 SCAB IF VERT WEB IS TO FORM AN "L" SHAPE.)
C+�COMPACTED"A _ .1 TYPICAL INTERIOR SHEARwALL TO TRUSS CONNECTION NOT `
1 /S m.w. -
M1" CONE SLAB 25OOpsI w/ PRESENT � 10E NAIL. TR115`_� 1O DOUBLE
e J 2x_ PT SILL w/ SEMCO TPP4/6 AT 32" OC ��
F113ERMESH OR 6x6--t0/10 wwM j� PLATE w/ 16d COM 08•'qc - .
E TYPKAL THICKENED EDGE FOOTING - CONT. 2x4x8' #2 SYP
1/2" x 10" A.B. AT 32" OC LATERAL -BOTTOM CHOPG OF GABLE
2 . 4 sTws a le•o.e w/ 2" x 2" x 1/8" WASHER -- - --- - -- • ^ -Y`�~ END TRUSS
,i• 2•. M. SPF BRACE ® 48•'oc.
2 w s STUDS s Is'o4. C►r STUDS TOP AND BOTTOM
TE
N" 2 a Be SDP w/ SPACO IPP■ • 32• P.e �-
�
CLIP sn�os TOP A»c�� 8" CMU STEMWALL w/ 1#4 VERTICAL 2x4 BLOCKING ® 4$"OC Z- 2x4 TOP PLA
W/ uMco TPP■a !2•..■ '/�'' 7'•EDA A.c.bw! AT 48- OC. AND ALL CORNERS, y+/ BETWEEN GABLE AND FIRST 2x4 X-BRACE ® 8'-0" Fac ?
O 32'v.■.
% 1/2-. r wEDOE ANONOR- rei�cltvl•SLABii�/ 12" HOOK AT SLAB AND 6•' HOOK TRUSS - - 2x4 STUDS ® 16'Ur
0 u'oc. AT FOOTING.- _ I-••9x
--4'CONCRETE StAD+/ 6 Uk VAPOR 9AARIE9 OVER .
6.6. 10•10 wMMoe Q a
rIBERMES+I RENF. TREATED!Co1�AC1ED FILL 2p" x 10" CONE Z z L4
----- q ilIr - -FOOTING w/ 2#5's CONT O A
s• -6 MIL VAPOR esC+
"RIM2 OVER (2)0 • --- 2- STORY FOOTING --- ALL MEMBERS SHALL BE SYP
I TREATED h COMPACTED Fit T•_4- `•-'
MME FOR z-STM OONaroN 20' x 10' CONC.
-(2)/ S'e coH1 VS[ 1'-a•we w r/ 3 N.■COM N
+'-4- NOTE FOR 2-sTORT CVNDI104 FOOTING w/ 3#5's CONT.
USE w,DTN., 3 ffs 000aSHEET:
F- TYPICAL INTERIOR BEARING STEP FOOTING ' / TYPICAL IN7ERK)R BEARIIJG iOpTING rYPICAI EXTERgR WALL SECTION ^ I TrPxJL GABLE END ( x-BRACING )
:1 r K Iv