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APPROVED CO
CITY OF ATLANTIC 4EACII
Wf.5T ATLANTIC 13EACH 'BUTL- DING OFFIC;E
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613 15 19
AflantIC beach , florida
by BE5TCON , I nc .
RECEIVED
1998
City of Atlantic Beach
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FIBERME5H OVER COMPACTED., E" 1
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TREATED 501L G MIL V15QUEEN
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5LAB AREA
1451 54 ft
4'
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313 1/2
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hVAC PAD
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1 C4 5'8 1 G'7 112
Zx4 PT mi 112'x I OF
anchor botts 32"OC or
x weage 0
Detal A mud&H anchom 24" Thx*,enM 5W
bofts @ 32"OC
erep ll—� 0C
4 2" x W
2(7 x 12' M
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FOUNDATION t 5LAB
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ShearwAls now at 41'o.c. on ed4es*0 CY
126 0.c. on ittenne4ac supports*mcb ad W
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compum tuft
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stwarwaft awea at'a"ax. on edges aw
34 1 114 0"mtemMWIlate supportsw wth ad
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I'AIR SPACE NAILING STRUCTURAL NOTES, STUD TABLE Z
1/2' x 10*ANCHOR DOLTS 6 32' 0,1;. MANUFACTURER CONNECTOR
v/ 2* x 2' x 1/6' WASHERS PATTERN STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS
ALTIERNATt'. UU 3041150H WA3 OR CE4aT114 1.WOW FRAMING$HALL COMLY M SECT11ON
SELACO FA-3 AT 24* 9-c. cut CUT LENGTH SHALL BE 44' THE LATEST APPROVED ADDffI1ON Of THE WC CODE. CEILING No. 2 SPF No. 2 SYP No. 1 SYP
2 x 4 PT SILL ON SILLSM LENGTH FOR 16' DEEP JOIST 18d COM NW 2-x6----- 2x4 2x6 __2 x_4 _2_x_6___
$0" TPP4 * 12*9.4;, USE EPDXY ANCHOR ONLY VITHIN MR" LTfm 10 HEIGHT 2x4
GA6, IOXIO WIWI OR 6' OF EDGE CONCRFTE, 2.ALL LAPS IN TOP PLATE OF BEARING WALLS SHXL BE
A MINIMUM OF 44r AND NAILED WITH 12-1 Od CADM
SUP" WIWI 24-16d CM f"S 8 ft. 1600C. 24"oc. 16"oc. 24"oc. 16"0C. 24"oc.
CLEAR NAILS OR 16- 3ox.131' GUN NAILS.
I A
4 '
3.ALL GABLE ENDS SHALL BE BALLOON FRAMED OR ft. 16"oc. 24"oc. 16*oc. 24"oc. 16 oc. 24"oc.
GRADE $EMOO MTSM U_16d COU M8
6 U&VAPM WRIER OVER
J- TREATEO AND COUPACtED I" BRACED PER DETAIL
Z
10 ft. 12"oe. 24"oc. 12"oc. 24"oc. 16"0C. 24*oc.
LENGTH 8IMPKN HDIIA 3-Ifir B0LT8 4.Ali SHEARWALLS$R41 BE NWED AT 30 OR 0-om 0
3 Jo's COW,
WN. 25- LAP 0 C00403 Providw i-InIm"n I, (AS NOTED)ON ALL EDGES AND 12'oc.INTERMEDIATE
on U
Q1 disFtonce w/8d COM NAILS(U.O.N.) BLOCK ALL UNSUPPCWTED 11 ft. N/A 16"oC' . N/A 16"oc. N/A 24"oc.
NAIL w/ it - 10cil CUM
IN EACH END LENIGTH EDGES WffH 2X4 FLATWISE BLOCKING. SHEARWALLS
2 STORY CONDITION TOP AND BOTTIIIM Simpson Sirong-Tior HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR SHALL BE 15W CDX OR 71116-088.(U.O.N.)
CS16 AT 32' OC. 12 ft. N/A 16"oc. N/A 16"oc. N/A 24"oc.
TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER MTS278 0*4'WEDGE W THREADED ROD WITH MIN.50 EMBEDMENT 5.STRAP HEADER STUDS'TO DOUBLE TOP PLAA w/
*= - ANCHOR TPP416 AT EACH ENO OF HEADER AND NAIL W/4.10d 13 ft. NIA 12"oc. N/A 16"oc. N/A 16"oc.
1/2' x 10' ANCHOR BOLTS 0 32! 3974'WEDGE COM NALS OR 10-.131'x 2 Irt GUN NAILS.
wl 2' a 2* 4 1/8" WASHERS MM813 W THREADED ROD VM MIN.r EMBEDMENT
ALTERNATE Um SIUPWN MA$ OR ANCHOR 14 ft. N/A 12"oc. N/A N/A 16"oc.
$"0 FA-3 AT 24' *�c, 6.HEADER STUDS AND HEADER CRIPMES SHOU BE 12"oc.
2 x 4 PT SIU. ON UL3M
SELICO IPP4 0 32' 9.c. L7720 I rZxr WEDGE 1/?THREADED ROD WITH MIN. 5"EMBEDMENT NAILED TOGETHER AT fte.w/12d GUN NAILS(.131 X
64. 10:00 WWM OR ANCHOR 31 STAGGERED. CLIP UNIIT TO SHOE PLATE WffH I.TPP4/6
1490WEIIH RE"ORCEWNT
NUT w/ 2" x 2" x 1/8" WASHER HD8A NIA 314*THREADED ROD M MIN. 8"EMBEDMENT CUP AND NAIL WffH 8-10d COM NAILS(U.O.N.)
4 A _ 7.ALL WINDOW AND DOOR COMPONENTS MU 'BE DES"D To MM THIS TME AMES TO STRUCTUM VM MM RW
WEDGE ANCHORS SHALL BE"RAWL-STUD"OR vKWIK-BOLr OR A,PPROVED EQUAL WITHSTAND THE DESIGN LOADS WED ON A 100 MPH WIND ZONE.
w/ 1/2" THREADED WJW LM THM 26 AND CONMUCTED IN WIND ZONE OF
BEAM
4j"
6 MCVN�011 BARRIER OVER
TREATED Aho COMPACTED FkL ROD THRU CENTER
8.ALL CONNECTORS ARE SEMCO OR EQUAL.(U-0.N.)
2 J3 Is cog. . SIMPSON PA 51 EMB. STRAP
WN. 2**IV 0 CORNE", 0.FOUNMDATION DESIGN 18 BASED ON MINIMU&%SOIL VF SMO GRAM MAY RE,U�FD ON If OR LM
1*-4" 4 2 31TY CONDITION. U311 GARAGE SLAB THICKENED EDGE BEARING CAPACITY OF ZOM pd. NWIN&MTEHEI&MON81INGLESMARMOR
N�3 j 56 CONT. ___-PERMACAST COLUMN TM SEOMIYFLOM ON TM SM ARM
TYPICAL MONOLITHIC FOOTING 10.DESIGN WIND LOADS ARE BASED ON THE SBCCj SECTION
STEMWALL
16M WITH WIND SPEED OF 100 MPH.
STEMWALL FOOTING -
BRICK VENEER Wini.I' AIR SPACE
AND WAL4 TIES AT 16*4x. VERT, AND AT
32* oc HORIZONTAL.
WITH CALV. FLASHING AND WEEP HOLES. 1/2" THREADED COUPLING NAILING SCHEDULE
2x4 PT SILL */ SEMCO TPP4 AT 32' OC.
1/2* x 10' A.S. AT 32" OC. gd��COLUMN BASE I IECTION TYPICAL NAILING ALTERNATE NAILING I ALTERNATE NAILING 2
wl 2' x 2' x 1/8- WA3HER Lap In double plate 12-16d common
16-0.131" x 3 1/4" gun nails 20- 12d sinkers
-------------
4' CONC, SLAB 2500psi w/ FOUNDATION 6"o.c. on edges and 11�"o.c, in the field with 8d 6"o.c. on edges and 12"o.c. in the field 4"o.c. on edges and 8" o.c. In the field
FIBERMESH OR W-10/10 WWM SW - Shearwall Common , box, screw thank or ring shank with 0.131"x 2 112"jjjn nails with 0.099"x 2"gun nails
3Wo.c. on edges and
1/2" x 10" GALV. ANCHOR BOLT 4 SW(3) - Shearwall common, box, screw%hank o' with ed 3"o.c..on edges and 12"o.c. In the field
6"o.c. on Oil supports With 8d c;
ommon.ring 2" smooth, ring or annular shank gun ring, screw or annullar shank gun nails,
r TYPICAL "PIERMACAST" COLUMN
1/2"or 7/16"Roof shank or screw shank. 4" c. edge nailing with nails,4" o.c. edge nailing within 4' of roof 4" o.c. edge nailing within 4' of roof
.9
Sheathing, 100 MPH zone 4' of edge of roor 411
------ edge edge
CLEAN. TREATED. C014PACTED FILL 1/2"or 7116"Roof 4" o.c. on edges and 6`7-_
Aj o.c. In the field with 8d 4"o.c. on edges and 6"o.c. In the field
8' CMU STEMWALL wl 1#4 VERTICAL Sheathing, I 10 MPH Zone common, ring shank Ofr screw shank with 0.131" x 2 1/2"gun nails
---------- --------
AT 48* OC. AND ALL CORNERS, vs/ 4-8d common in trus-sl and plate 4-0.131"x 1 117'nails in to
NOTE: __ /#4 BENT INTO FOOTING AND Samco HCPLULR clip
------- russ and pla
12* HOOK AT SLAB AND 6' HOOK OPENING$ TO 5' 4 THICKENED EDGE Semco TPP416 8-10d common
10, AT FOOTING. V40TH USE (1) 10 -8d common 1G-0.131"x 2"gun nails
Sernao RTPGA830 13-114d common In eath member 13-0.162"x 2 lf2"nails In each member
------------
TOP ANO VERT, -TYPICAL- W M r.,
Semco MTS27B 24-I Scl common 24 -0.162"x 2 1/2"nails Z.,
20' x 10* CONC OPENINGS 5' TO ------- ........11 - - - . M
FOOTING wl 215 CoNT_ 7* WIDTH USE Simpson CSIG 11 -10d common each side 14- 8d common each side 14-0.131"x.2 112" Gun nails 4b
(2) TPP4/6 TOP 1 #5 CONT. --------
--- FOR TWO-STORY AND rnom Simpson HETAL 18 15-10d x I 11Z' 15-16d com (2 ply truss min.)
USE 22"00- FIG. TPP4 6 AT 32' O.C. V)
3/4"Thrd. Rod Epoxieci(8- Emb-b 3-718"bolts 11114
Simpson HDBA thru 3 3tuds(min)
TYPICAL STRAPPING (LINO)
wl 3 15*v CONT. NOM (TYPICAL)
NOTM
tes-
MAY BE LOCATED lzo
ANCHOR SOLTS -Simpson-MTSI-2,- 7--..10,4 common in raffier and plates
Simpson MTY28B 24-16d coMM n
AT EITHER SIDE ------ 2 0.162" x 2 1/2"nails
OF KING STUDS. Simpson HTT22 32-i6d sinkers ------
PLATE MUST BE
CONY. BETWEEN
SOLT AND KING
2x4 PT SILL wl SEMCO TPP4 AT 32* OC. STUD
1/2* x 10* A-B. AT 32' OC. ANCHOR BOLTS
MUST BE WITHIN PRE-ENGINEERED TRUSSES AT 24" OC,
2" x 2" x 1/8' WASHER 12* OF KING
4" CONC. SLAB 2�00psl w/ sruos 7/16M STRUCTURAL ROOF SHEATHING
FIBERMESH OR 64-10/10 WWM 1/2- X.10-
ANCHOR BOLTS ROOF SHINGLES OVER 15# FELT
AT 32' o.c. OR
FA-1 AT 24" o.c.
(TYPICAL) 2M OUTRIGGER @ 48*0C.
7/16" OSB SHEATHING NAILED AT 6" OC. ON ALL
�:!:jr
HURRICANE CLIP H-25 OR EQUAL
TYPICAL HEADER STRAPPING
SUPPORTS W/ 8d COM OR 8d RING SHANK.
CLEAN. TREATED, COMPACTED FILL BLOCKING REQUIRED BETWEEN OUTRIGGERS
@ 48"oc.
SCALE: 3/8 I'_O"
8- CMU STEMWALL w/ 1#4 VERTICAL
AT 40' 0C. AND ALL CORNER'S. w/ HURRICANE ANCHOR AT EACH TRUSS
t12* HOOK AT SLAB AND 6' HOOK SIMPSON A35-
10" AT FOOTING. SEE SCHEDULE 2X4 BARGE RAFTER CONT.
NN11- 20' X 10' CONC. /-TRUSS (2) 2x- SYP DOUBLE TOP PLATE w/ 2X4 BLOCKING 0 SHEATHING JOINT SHINGLE STRIP
FOOTING w/ 205's CONT. 4' FROM GABLE END
FOR TWO-STORY /-3-16d COM 0 EA. SEMCO TPP4/6 AT 32 of OC.
USE 3 13's CO"T. BLOCK (TYP.) CORNISE DETAIL 'AS PER 2A SCAB CONT. TOP TO BOTTOM FASCIA
3-12d COM (TYP.) 2x- SPF g2 STUDS AT 16" OC. BUILDER'S SPECS CHORD @ 81 FROM GABLE TOP CHORD OP GABLE END TRUSS
2x4 BLOCKING 0 24"oc. DROP 3 1/2"
(SEE STUD TABLE FOR SIZES 3- 12d NAILS TYPICAL AT
-SHEARWALL AND SCACING AT VARIOUS HEIGHTS) X-BMCING CONT. 2A SCAB FROM TOP TO
__1 I F�A
% 7/16" OSB SHEATHING NAILED AS NOTED BOTTOM CHORD 0 X-BRACING
CLEM COMPACTED FILL 2X4 SCAB IF VERT. WEB IS NOT (PROVIDE ADDITIONAL 20s ft
4" CONC. SLAB 2500psi wl PRESENT Aw
2x- PT SILL w/ SEMCO TPP4/6 AT 32" 0111,,L�,_ FIBERMESH OR 6x6-10/10 WWM VERTICAL IF HIGHER THAN 48 a Z
TYPICAL THICKENED EDGE FOOTING 1/2" x 10" A.B. AT 32" OC. CONT. 2AX842 SYP LATERAL TO FORM AN "V SHAPE.) 0
2 x 4 STUDS 0 16' o-c. w/ 2" x 2" x 1/8" WASHER BMCE @ 480oc.
No. 2 or St. SPF TOE NAIL TRUSS TO DOUBLE
2 x 4 STUDS 0 16* o.c. CLIP STUDS TOP AND BOTTOM 1%1�
No. 2 or Ot. SPF W/ SEMCO TPP4 0 32- c,c- PLATE w/ 16d COM @ Woo.
CLIP STUDS TOP AND BOTTOM 1/2* x 7* WEDGE ANCHORS 8" CMU STEMWALL w/ 1#4 VERTICAL 2)(4 BLOCKING @ 48"00.
W/ SEMCO TPP4 0 32' ox. 0 32' o-1;. AT 48" OC. AND ALL CORNERS, w/ BETWEEN GABLE AND FIRST 44 X-BRACE &-ON BOTTOM CHORD OF GABLE
1/2' x 7* WEDGE ANCHORS 4" CONCRETE SLAB w/
6x6, IOxI0 WWM OR 12" HOOK AT SLAB AND 6" HOOK TRUSS.
9 32" o.c. FISERMESH REINF. END TRUSS
4' CONCRETE SLAS W/ 6 MIL VAPOR BARRIER MR AT FOOTING.
64. 11000 WWIA OR TREATED & COMPACTED FILL
FIBERMESH REINF. r At 20" x 10" CONC.
FOOTING w/ 2#5's CONT. 2- 2A TOP PLATE SHEET.
..... (2) 5's CONT.
6 MIL VAPOR WRIER OVER 2- STORY FOOTING --- 2A STUDS 16NOC.
TREAYEO & COMPACTEO FILL -4-
NOTE: FOR 2-STORY CONDITION
(2) j 5's CONI. USE V-8' WIDTH w/ 3 15*3 CONT. 20" X 10" CONC.
NOTE: FOR 2-STORY CONDITION FOOTING wl 3#5's CONT.
0C V-a' WIDTH w/ 3 13's CONT.
TYPICAL INTERIOR BEARING STEP FOOTING TYPICAL EXTERIOR WALL SECTION