128-9 Seminole Road BRICK VENEER STR[1MA" 1 "Im STUD TABLE `
I-AIR SPACE STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS
f. WOOD FRAMING SHALL COMPLY WITH SECTION 23 OF
MINIMUM 12- 16d or THE LATEST APPROVED ADDITION OF THE SBC CODE. CEILING No. 2 SPF No. 2 SYP No. 1 SYP
1/2' x ,o-ANCHOR BOLTS o s2- o.c. ')'4" T&O STURDI-FLOOR £No HEIGHT 2x4 2x6 2x4 x6 2x4 2x6 q
16- .131" x 3" IN THIS
w/ 2- x 2- x 1/8' WASHERS DECKING NAILED AT 6-oc. LENGTH 2. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE
ON EDGES AND f2"oc. IN CUT CUT LENGTH SHALL BE 44' ZONE (TOTAL) DOUBLE PLATE (NAIL w/
A MINIMUM OF 4'-0" AND NAILED WITH 12- 16d COM
z x 4 PT SILL ON SILLSEA! THE FIELD USE 6d RING LeAVTH FOR f6" DEEP JOIST 131" x 3' ® 16"oc. NAILS OR 16- 3"x .131" GUN NAILS. # 8 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc.
w/ SEMCO TPP4 O 32' ox. SHANK OR SCREW SHANK STAGGERED
8d COMMONS MAY ALSO BE
o WEEP HOLES 0-00 4' or GREATER 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR
v, O 48USED.oc. OAIv. FLASHING MIN. SPLICE BRACED PER DETAIL. 9 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. 6-I
6x6. 10x10 WWM OR w
FIBERMESH REINFORCEMENT I
4. ALL SHEARWALLS SHALL BE NAILED AT 3" oc. OR. 6" oc. ..
CLEAR 10 ft. 1.6"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc.
U SPAN BLOCKING OR SOLID (MIN. (3) 12" (AS NOTED) ON ALL EDGES AND f2" oc. INTERMEDIATE q
w �� 2- 2x_ TOP PLATE BLACKS) NAILED w/ 4- .131" x 3-
_j w 8d COM NAILS [U.O.N BLOCK ALL UNSUPPORTED
E ES WITH 2x4 FLATWI E BLOCKING. SHEARWALLS
GRADE41"
2x_ STUDS NAILED TO EACH NAILS SHALL BE 15/32" CDX OR 7/16" OSB. (U.0.N.) 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc.
z 6 MIL VAPOR BARRIER OVER OTHER w/ .131" x 3" 0 6"oc. 44
O TREATED AND COMPACTED FILL 2x- STUDS
a STAGGERED 5. STRAP HEADER STUDS TO DOUBLE TOP PLATE w/
"- a 12 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc.
j_ 4- .131" x 3" NAILS AT EACH TPP4/6 AT EACH END OF HEADER AND NAIL w/ 8- 10d
LEND
CDrH BLOCK COM NAILS OR 10- .131"x 2 1/2" GUN NAILS.
} 3 #5•s cow. 24"oc.
MIN. 25' LAP o CORNERS Provide minimum f" SEMCO TPP4/6 ® 13 ft. N/A 24"oc. N/A 24"oc. N/A
- end distance TOP AND BOTTOM SEMCO TPP4/6 0 6. HEADER STUDS AND HEADER CRIPPLES SHOULD BE
> NAIL w/ it - 10d COJ! P AND BOTTOM NAILED TOGETHER AT 6-oc. w/ 12d GUN NAILS ( .131x
_ IN EACH END LENGTH ANCHOR BOLT WTTHIN 12" of 3") STAGGERED. CLIP UNIT 7'0 SHOE PLATE WITH 14 ft. N/A 16"oc. N/A 24"oc. N/A 24"oc.
2 STORY CONDITION ( TOP AND BOTTOM ) 1- TPP416 CLIP AND NAIL WITH 8- fOd COM NAILS
o Simpson Strong-Tie CORNER /
CSt6 AT 32 OC (U.0.N. 15 ft. N/A 16"oc. N/A 16"oc. N/A 24"oc.
U1 ATYPICAL MONOLITHIC FOOTING w/ BRICK VENEER 7. ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED
TO WITHSTAND THE DESIGN LOADS BASED ON A 100 MPH
N WIND ZONE. 16 ft. N/A 16"oc. N/A 12"oc. N/A 16"oc.
G TYPICAL 2-STORY BETWEEN FLOOR STRAPPING
_ `-' 8. ALL CONNECTORS ARE SEMCO OR EQUAL. (U.O.N.)
~ SCALE: N T S
z NOTE:THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25 AND
a.O 1/2- x 10'ANCHOR BOLTS O 32' o.c.
w/ 2- x 2" x 1/8- WASHERS 'I �� 9. FOUNDATION DESIGN IS BASED ON MINIMUM SOIL CONSTRUCTED IN WIND ZONE OF 100 MPH OR LESS AND MIN. 3/8-SHEATHING.
BEARING CAPACITY OF 2,000 psf.
W 2 x 4 PT SILL ON SILLSEA.
U j w/ SEMCO TPP4 O 32" o.c. TYPICAL FRAMING OF CORNERS AND PLATE LAPS 10. DESIGN WIND LOADS ARE B SED ON THE 1997 SBCCI '-SPF STUD GRADE MAY BE USED ON V OR LESS NOMINAL PLATE HEIGHTS ON SINGLE
� 6x6. I ox,o WWM OR L SECTION EE 1 STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. Q
0 FIBERMESH REINFORCEMENT
_U
BOTTOM OF SLAB
° � TRUSS
---I� ,yI --- INTERIOR BEARING FOOTING MANUFACTURER CON OR
MAN NEcr NAUNGPATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR
.'•: .3: 6 MIL VAPOR BARRIER OVER I z' ~ j-#5's CONTINOUs 3-16d COM EA. SIMPSON LTT20 1a 16d COM NAILS MTS276 •" 518"THREADED ROD WITH MIN.F EMBEDMENT ~,
W 1, TREATED AND COMPACTED FILL ---- _ �T""------ BLOCK TYP.
--' 8" PLUMBING WASTE LINE ) 314•x I"WEDGERK'm "
USE EPDXY ANCHOR MTT28B 518 THREADED ROD WITH MIN.T EMBEDMENT
O SIMPSON MTT28B 24 16d COM NALS r f�
ONLY WITHIN z LZI V _
-3-12d COM (TYP.) G" OF EDGE CONCRETE. LTT20 112 THREADED ROD WITH MIN.5"EMBEDMENT O q
Ix 2 /s•s coNr. 112•xr WEDGE ANCHOR 112"THREADED
Q t, YIN. 25" LAP O CORNERS
HDM WA 314 THREADED ROD WITH MIN.8 EMBEDMENT
3 - 2 STORY coNomoN, USE 2x4 BLOCKING (o? 24"oc. SEMCO MTs�s z4.16dCOMNAIS 3/4"
O16'WIDTH a 3 / s's CONT. SIMPSON HD8A 3-71T BOLTS `SVXV�GE 518'THREADED ROD WITH MIN.5"EMBEDMENT U Cr-a
= TYPICAL MONOLITHIC FOOTING SGP3
►- ]� SHEARWALL SEMCO SGP3 24-16dCOM NALS Q O
L WEDGE ANCHORS SHALL BE'RAWL-STUD"OR"KMK BOLT"OR APPROVED EQUAL
z ` EPDXY SYSTEM SHALL BE SIMPSON'EPDXY-TIE'OR HILTI"HIT'OR APPROVED EQUAL
_ TYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION o
►- BRICK VENEER WITH 1" AUR SPACE r
O AND WALL TIES AT 16"oc. VERT. AND AT CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 W
U 32" oc HORIZONTAL. 4" MIN
BOTTOM OF SLAB
-, WEEP HOLES 0 48'oc.It o
_---------�-INTERIOR BEARING FOOTING Lap in double plate 12-16d common 16-0.131"x 3114"gun nails 20-12d sinkers
EL
GALV. FLASHING ---------
2x4 PT SILL w/ SEMCO TPP4 AT 32- OC. � -------- --- -----�#5's CONTINOUS " 6"Q.Ci.on edges and 12"O,C.in the field with 0.131"x 2112" 4"O.C.on edges and 8"o.c.In
- SIMPSON PA 51 EMB. STRAP 6 o.c.on edges and 12 o.c. In the field with 8d common, " "
Q ,/2' x 10" A B. AT 32" OC. - PLUMBING WASTE LINE SW-shearwall box,screw shank or ring gun nails the field with 0.099 x 2 gunnails
W w/ 2• x 2" x 1/8' WASHER LOWER REBAR AND FOOTING GARAGE SLAB THICKENED EDGE 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
C0 4" CONC. SLAB 2500psi w/ IF NECESSARY SW 3 -shearwall box screw shank or ringthe field with 0.131"x 2112" ^
FIBERMESH OR 6x6-10/10 WWM STElYN'ALL
N -t: STEMWALL FOOTING " " " supports g " pp g or 6"o.c.on all supports with 0.099"x 2"ring,screw or annular
::. 4 112 or 7116 Roof 6 o.c.on all su rtS with 8d common,ring shank or sae 6 o.c.on all supports with 0.131 x 2112 smooth,ring
a 1 PLUMBING PENETRATING INTERIOR BEARING FOOTING Sheathing, 10 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 nailsp4" o.c.edge nailing with4'of roof edge
o
CLEAN, TREATED, COMPACTED FILL
112"or 7/16"Roof 4"o.c.on edges and 6"o.c. in the field with 8d common, 4"o.c.on edges and 6"o.c.In .� d•
W
8" CMU STEMWALL w/ ,1�4 VERTICAL Sheathing
110 MPH rin shank or screw shank the field with 0.131"x 21/2" un nails
Semco HCPLULR 4-8d common in truss and late 4-0.131"x 1112"nails in truss and late W 0
GRAD AT 48' OC. AND ALL CORNERS, w/ v n O
J 12- HOOK AT SLAB AND 6" HOOK NOTE:
Semco TPP4/6 8-10d common 10-8d common -0. " ails C�
.:�," OPENINGS TO 5'
' : ;0.: IV AT FOOTING. WIDTH USE (1) a Semco RTPGA830 13-16d common in each member 13-0.162"x 2112"nails in each member
o TPP4/6 TOP AND a W LO
Z BorroM Semco MTS276 24-16d common 24-0.16'''x 21/2"nails
20- x 10' CONC. OPENINGS 5' TO T BENT INTO FOOTING AND Simpson LTA1 12-10d x 1112" V 1 ►-I Cit d"
W FOOTING w 2#5's CONT. THICKENED EDGE
z / 7' WIDTH USE " " CYD O
O --- FOR TWO-STORY --- (2) TPP4/6 TOP Simpson HD8A 314:Thrd.Rod Epoxied(8 Emb.),3-7!8 bolts thN 3 C)
v t'-8' AND BOTTOM �{4 VERT. -TYPICAL-
usE 22"x,o' FTG. Simpson MTS12 7-10d common in rafter and plates 7-0.148"x 1/2"naps if.rafter and plates
❑ TPP4/6 AT 32' o.c_
w/ 3 1(<5'S CONT. NOTE: (TYPICAL) 1 (/5 CONT. 24-0,162"x 2112"Halls
Simpson MTT28B 24-16d common Q
Z TYPICAL STRAPPING (UNO) r,
CTYPICAL STEMWALL w/ BRICK VENEER ANCHOR BOLTS Simpson HTT22 32-16d sinkers F+-I
MAY BE LOCATED PLACEMENT OF SIMPSON PA51 EMB. STRAP SemCO SGP3 24-16d common 24-0.162.1 x 21/2"nails �ri
�
AT EITHER SIOE
O. PLATE MUSW OF KING T Simpson SPH4 12-10d x 1-112"NAILS
CONT. BETWEEN
BOLT AND KING �� „ Z
2x4 PT SILL w/ SEMCO TPP4 AT 32" OC. s1-uD ---> 15/32 CDX MAY BE USED IN LIEU OF 7/16 OSB <--- 1..-1 �
m 4" CONCRETE
WWM ORw/ • 0 C\2
O 1/2" x 10" AB. AT 32" OC. MANCHOR UST BE BW THIN
co rr
w/ 2' x 2' x 1/8' WASHER ,2" OF KING FIBERMESH REINF. TPP4'S@32"oc.TOP&BOTTOM= MAXIMUM TRUSS UPUFTOF PRE-ENGINEERED TRUSSES AT 24" OC.
LL STUDS 24�s ON TRUSSES SPACED x x
4" CONC. SLAB 2500psi w/
FIBERMESH OR 6x6-,o/10 WWM ROOF SHINGLES OVER 15# FELT Q' co
cc
O 1/2' x 10" 4 •. T
I-- ANCHOR BOLTS
3 AT 32" o.c. MAXIMUM TRUSS UPLIFT OF LO
W 4 (TYPICAL) 6 MIL VAPOR BARRIER OVER TPP4's @ 16"oc.TOP&BOTTOM= 16g0#'s ON TRUSSES SPACED �
z -� 6w TREATED & COMPACTED FILL 24'OC. I-
(t) 11 5•s CONT_ 7/16" OSB SHEATHING NAILED AS PER 0
o CLEAN, TREATED, COMPACTED FILL TYPICAL HEADER STRAPPING ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1600#'s NAILING SCHEDULE I
I SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION.
GRA s• CMU STEMWALL w/ 1ffa VERTICAL SCALE: 3/8"= 1'-0" TYPICAL NON-BEARING STEP FOOTING ,. �`II"��fff��
AT 48' OC. AND ALL CORNERS, w/ O i c-1j�O�d
t. .� 12• HOOK AT SLAB AND 6" HOOK HURRICANE ANCHOR AT EACH TRUSS ���;.•• ••• * a1
z ;' "• •:�: 10" AT FOOTING. .Layce
••n �� ^
W ( SEE SCHEDULE )
CL
•• REFER TO WALL SECTION FOR TYPICAL ANCHORS
c❑i 20- x 10" CONI. 7/16"STRUCTURAL ROOF SHEATHING A) 49 C. '^
00 FOOTING w/ 2#5's CONT. 1 N5 cora- (2) 2x_ SYP DOUBLE TOP PLATE w/ x �o �;��
°w 1.-$" FOR TWO-STORY 4" CONC. SLAB 2500psi w/ $5 CONT or USE 1/2" 2x4 OUTRIGGER @ 48"oc. o
USE 3 #5•s CONT. SEMCO TPP4/6 AT 32 OC. } .
x 14" ANCHOR BOLTS ( ) •• ,• ,``
z FIBERMESH OR 6x6-10/10 WWM BLOCKING REQUIRED BETWEEN OUTRIGGERS " CORNICE DETAIL AS .
$ - w HURRICANE� CLIPH-25 OR EQUAL U.O.N. ,LA/Iftl, 1�J.,
° TYPICAL STEMWALL �T
W D
GRADE 's• SIMPSON A35 PER BUILDER'S SPECS
❑ ; 2x4 BARGE RAFTER CONT. 2x_ SPF #2 STUDS AT 16" OC.
o ' .
LL _ '- ' 2x4 BLOCKING @ SHEATHING JOINT V
c G CLEAN, TREATED, COMPACTED FILL 4'FROM GABLE END SHINGLE STRIP (SEE STUD TABLE FOR SIZES
W
m --�- '--�•�"= �.':;�:i AND SPACING AT VARIOUS HEIGHTS)• �
o FASCIA
0 2x4 SCAB CONT.TOP TO TOP CHORD OF GABLE END TRUSS 7/16 OSB SHEATHING NAILED AS NOTED
CLEAN COMPACTED FILL BOTTOM " O r-
a 1 #5 CONT. CHORD @ 8'FROM GABLE DROP 3112 ON SHEARWALL LAYOUT „I I LU
4" CONC. SLAB 2500psi w/
Of CONT.2x4 SCAB FROM TOP TO 2x- PT SILL w/ SEMCO TPP4/6 AT 32" 0 PI u
°W° TYPICAL THICKENED EDGE FOOTING TYPICAL FOUNDATION IN GARAGE 3-12d NAILS TYPICAL AT BOTTOM CHORD @ X-BRACING (U.0.N.) FIBER � LA B?g410 WWM F
(PROVIDE ADDITIONAL 2x4'S @ .. ., C z
X-BRACING BUILDING OFFICE 0
Y VERTICAL IF HIGHER THAN 4W, 1/2 x 10 A.B. AT 32' OC. O
2x4 SCAB IF VERT.WEB IS
.: ;, 2 0 2001 U o
W z x a STUDS ® ts" o.c. NOT TO FORMAN 17 SHAPE.) w/ 2" x 2" x 1/8" WASHER _
No. 2 or St. SPF ..
} 2 x a STUDS ® t s" o.c. TOE NAIL TRUSS TO DOUBLE ✓ - - - W E-
03 a
No. 2 or Bt. SPF CUP STUDS TOP AND BOTTOM PRESENT CMU STEMWALL w 1 4 VERTICAL
W/ SEMCO TPP4 0 32' o.c. PLATE w/16d COM @ 8-OC. 8 / # z ?w w
CLIP STUDS TOP AND BOTTOM A w r4
❑ W/ SEMCO TPP4 0 32' o.c. CONT.2x4x8'#2 SYP LATERAL t? w
1/2' x 7- WEDGE ANCHORS BRACE @ 4WOC AT 48 OC. AND ALL CORNERS, w/ 9 `M
1/2" x 7" WEDGE ANCHORS 0 32' ox. BOTTOM CHORD OF GABLE z
° ® 32" o.c. 4" CONCRETE SLAB w/ 12 HOOK AT S LAB AND 6 HOOK a Eco
-
❑ " END TRUSS 4 w ad
a" CONCRETE SLAB w/ 6x6, 10x70 WWM OR 2x4 BLOCKING @ 48 OC. 10"
FIBERMESH REINF. w O?
W FIBERMESH REINF.OR 6 MIL VAPOR BARRIER OVER 2-2X4 TOP PLATE AT FOOTING. ,. W�H z w
❑ BETWEEN GABLE AND FIRST
O J- TREATED & COMPACTED FILL TRUSS.
W '1'-' .. :,,,� � .. -._ • •... .- 41
. ..., :. . • �.. . ;� : .4 " FOOTING w 102 5OsN CONT.
xx o-
�
❑ +.: ••._: } .•. SIMPSON LSTA 24 @ 48 00. #
-...%-:•�:.; .:-.,!moi ;: ' :: ... x
1'-8" ocowaAdA6
� '• 2x4 STUDS @ 16-OC. --> 2- STORY FOOTING <-- E- �a�E!: w
• t•'•:• 8" 6 MIL VAPOR BARRIER OVER x Z�W W W w
w TREATED & COMPACTED FILL 2x4 X-BRACE @ 8-0 OC. IX
co (2) 1( 5's CONT. 8" 1'-4" g" (2) � 5's CONT. Z I:-a x x Q in a a
'._4" F NOTE: FOR 2-STORY CONDITION ALL MEMBERS SHALL BE SYP 20 x 10" GONG`.
NOTE: FOR 2-STORY CONDITION USE 1'-8" WIDTH w/ 3 �j5's CONT.
Q USE V-8- WIDTH w/ 3 #5•s CONT. FOOTING. w/ 3#5's Ck�1T.
co SHEEN
n TYPICAL EXTERIOR WALL SECTION
_ � TYPICAL GABLE END ( X-BRACING ) `L-�G/
� 7-•1 TYPICAL INTERIOR BEARING STEP FOOTING TYPICAL INTERIOR BEARING FOOTING e S. 1
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SHEARWALL5 NAILED AT 3"oc. ON EDGES t 2
AND 12"oc, IN INTERMEDIATE SUPPORTS U
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SHEARWAL'.S SHALL BE 15:32• GDX OR 7/�:�' OSB.
P.T. 2 X 4 PL. W/ 5EMG0 TPP4 CLIP 3 O G
3.. ALL. GABLE ENDS SMALL BE BALLOON FRAMING AND. BRACED PER 2 x 4 STUDS 1G' O.C.
NAIL W/8-10d NAIL5 T - � ATTACHED DETAIL. T (VEK FILM,---�
1/2 x KwIK BOLTS 32 O.G.
1 4. DE51GN WIND LOADS BASED UPON SBGCI, STANDARD SSTD 10G7
- I 4' GONG. SLAB 1GU .I- : F.S. 553.7° C 15:)� HORz. SIDING
WITH WIND SPEED OF M P fi L A� PE ELEVATIOhJS
/ • ; , •. � .�a , . -�. - S TO DOUBLE PLATE VJ{TI-t �TPP�O/4 AT EAGf-t _ E R-�1 INSULATION -
5. STRAP HEADER STUD � r
; _ �. „ f: ENL OF I-tEADEP ANI? NAIL WITt-t EIGf-t--C'~ �--10d GDM. NAILS CU.O.N.�
J�� 4,��,h.- �® ': ►d -' �; '�% i 5EMG0 TPP4 CLIP o 32' O.G.
G. HEADER 5TUD5 AND HEADER CRIPPLES SHOULD BE NAILED TOGETHER, W/6 10d NAILS
AT G' C .C. W/:lGd STAGGERED. CLIP UNIT TO SHOE WITH ONE C'1� I
\ � �'/ � � ..r- 2" X 2' X 1/8' WASHER
VAPOR BARRIER /, ;,-,�r�`�; ,f. f IGO .. f 2 #B GON . �'PPG�:4 CLIPS AND NAIL W(T�fi EiG>-#"t . C8)-10d GOM. NAILS (U.O.N.)
CSP. 3 # 4 GO1!T. _ -
. NAIL BO'T'TOM' OF SHEETING I P.T. PL. W/ 1/2' ;( 1(�'
MUST
FOR INSECT. CONTROL -� r
7. ALL WINDOWS AND , DOOR COMPONENTS MUST WITHSTAND A 100 MPH _. I A.B. � 20 O.G. AND WITHIN GOF GORNER5 AND OPENINGS •
WIND LOAD.
8' HEADER T3L
INTERIOR
�--{- + SLA
FILLED o A.B. 4' GONG. 5 AB
i' I 1 I \ NE LJ 1 #5 CONT. IF OVER 3- GGUR5E5 —
-=- - (5 ALL GONNEC.YOR5 ATE SEMGO OR EQUAL CU.O.N.) -
- � MIN: CLEAR.
r • . • • � r / \ % J • �• �'� ./' ' tet \'rJ' r,/ r
,.. yid � /` /r,//�s1 •.
I q. FOUNDATION DESIGN 15 BASED ON A MINIMUM SOIL BEARING
. _ _ r f` r.. / r/ ,/, r,r\ter/J'. � :�{ ti._. //J/ ,/ � . /f\•/ J '" � C�
CAPACITY OF . 2000 P-55.
.
/ VAPOR �AR.RIEI2
Mt POLY.
J COMP. EARTH -
`\
4' GONG. SLAB AR VERT 48' O.G- ,r. ;f-� ,\
#4 P� a / - /
W/ MIM. 12` BEND e TOP -��w�l; 8' GONG. BL. 0
_ + BOTTOM EMBED BAR , - `:'` FILLED SOLID N
-p STUD TABLE GO INTO FTG. AND AT ALL CORNERS �j 10* X 20' GONG. FTG. C�
STUD PAGING I~DR EXT. LOAD-BEARING WALLS z #� CONT. _
y �/ 8.
VAPOR BARBER 1 STORY �..� E 0 T1 0 � `ILO
I .
-5 �oNT. CEILING NO. 2 SPF NO. 2 EYP NO. 1 STP - �-
HEIGHT 2X4 2X, G 2 X 4 2X G 2 X 4 2Xc�
THICKENED ED C, E 5 T 10 N
9f+ IGO O.G. 24' O_G_ IGO O.G. 24' O.G. � 1H' O.C. 24' D.G.' o v.E� >
• ,ps p�PA.T jjj C BEACH �
10;=t 12 O.C. 24 . L .G., Z2 O.G. 24 O_G. 1G 0.G. 24' O.G. cry of �F<,�E O
gU{L� NG C
11ft N/A 1G,•' O.G. N/A 1�O' O.G. N/A 24' G.G.
FSB 2 � Z��, o
N/A 16' O.G. N/A 6' O.G. N/A 24' O.G. co M
-
12f i
13f t . N/A 12' O.G. N/A Z6'. O:G. N/A 16` O.G.
-
f . N/A 12' O.G. N/A 12' O.G. N/A 1G O.G.
14ft
5H E'T .