10th Street 340 BRICR VENEER STRUCTURAL NOTES STVP,-,TABLE ,
1- AIR SPACE r 1.WOOD FRAMING SHALL COMPILY WITH SECTION 23 OF STUD SPACING FOR EXTI�RibR LOAD-BEARING WALLS
MINIMUM 12- 16d or THE LATEST APPROVED ADD11FION OF THE SBC CODE. CEILING No.2 SPF No'.,Z S I YP No.1 SYP
1/2" x 10" ANCHOR BOLTS 0 32" ox, 16- .131" x 3" IN THIS HEIGHT 2x4 A 2xp 2Y4 24
w/ 2" x 2* . 1/8" WASHERS 71N. DOUBLE PLATE (NAIL w/ 2.ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE M2�72�
NG11,7 ZONE (TOTAL)
cut CUT LENGTH SHALL BE 44* A MINIMUM OF 4'-0"AND NAILED WITH 12-16d COM
tFNGFH FOR 16'DEEP JOIST -131 x 3" 0 16"oc.
2 x 4 PT SILL ON SILLSEAL NAILS OR 16- 3"x.131" GUN NAILS. 8 ft. 16"oc. 24'oc. 16"�e�`4 24"oe. 16110C. 24"oc.
(0 w/ SEMCO TPP4 0 32' o.c. STAGGERED
-T _:;�____ co
4' or GREATER 3.ALL GABLE ENDS SHALL BE B&LLOON FRAMED OR
WEEP HOLES 0 48"OC.
GALV. FLASHING 00 MIN. SPLICE BRACED PER DETAIL. 9 ft. 16"oc. 24"oc. 16"OC. 24"oc. 1(Yoc. 24"oc.
6x6, 10.10 WWM OR
FIBERMESH REINFOICEMENT CLEAR 4.ALL SHEARWALLS SHALL BE NAILED AT 3"OC.OR 6"oc.
10 ft. 1 6"OC' 24"oc. 16"OC. 24"oe. 116"Oe. 24"oc. LL�
SPAN 13LOCKING OR SOLID (MIN. (3) 12" (AS NOTED)ON ALL EDGES AND 12"oc. INTERMEDIATE
U) 2- 2x- TOP PLATE BLOCKS) NAILED w/ 4- .131" x 3" w/Bd COM NAILS(O.O.N.) BLOCK ALL UNSUPPORTED
<
W EDGES WITH 2x4 FLATWISE BL(OCKING. SHEARWALLS
_1 NAILS
n_ GRADE 41 2x- STUDS NAILED TO EACH SHALL BE 15/32"CDX OR 7/16"CISB.(U.O.N.) 11 ft. N/A 24"oe. N/A 24"oc. N/A 24"oc.
(o
z I - 1 6 MIL VAPOR BARRIER OVER OTHER wl .131" x 3" 13"oe. 2x STUDS
A
0 AND COMPACTED FILL STAGGERED 5.STRAP HEADER STUDS TO DOIUBLE TOP PLATE W/
F- TPP416 AT EACH END OF HEADIER AND NAIL W/8-10d 12 I'L N/A 24"oc. N/A 24"oc. N/A 24"oc
(n 4 .131" x 3" NAILS AT EACH
END BLOCK COM NAILS OR 10-.131"x 2 1/2*'IGUN NAILS,
0 3 05's COW LENGTH
>_ . S MIN. 25- LAP CORNERS Provide minimum 1* SEMCO TPP4/6 @ 13 ft. N/A 24"oc, N/A 24"oc. NIA 24"oe.
z 1 end distance SEMCO TPP4/6 0 6. HEADER STUDS AND HEADER CRIPPLES SHOULD BE
< TOP AND BOTTOM
W I C T P AND BOTTOM NAILED TOGETHER AT 6"oc.w/'12d GUN NAILS(.131x
NAIL w/11-10d COM
11-91, L STAGGERED. CLIP UNIT TO�SHOE PLATE WITH NIA 24"oc.
IN EACH END LENGTH 3 14 ft. NIA 16"oC. NIA 24'oc.
ANCHOR BOLT WITHIN 12" OF
2 STORY CONDITION (TOP ANO BOTTOM) Simpson Stfong-Tie CORNER I-TPP4/6 CLIP AND NAIL WITH 8-10d COM NAILS
0 CS16 AT 32'OC, (U.O.N.)
15ft, N/A 16"ac. N/A 16"Oe. N/A 24"oe.
7.ALL WINDOW AND DOOR COMP]ONENTS MUST BE DESIGNED TO
WITHSTAND THE DESIGN LOADS BASED ON A 100 MPH WIND 0
W
3__ ZONE. 16"oc.
TYPICAL 2-STORY BETrVVEEN FLOOR STRAPPING 16 ft. N/A 16"oc. N/A 12"OC. U
SCALE: N T S 8.ALL CONNECTORS ARE SEMCO)OR EQUAL.(U.O.N.) NOTE:THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHTIESS THAN 25'AND
z
0 1/2' x 10- ANCHOR BOLTS 0 32" ox. 9. FOUNDATION DESIGN IS BASED ON MINIMUM SOIL
IL 2' 2' . 1/8- WASHERS 12" CONSTRUCTED IN WIND ZONE OF 100 MPH OR LESS AND MIN. Y8-SHEATHING.
D BEARING CAPACITY OF 2,000 pstf. W
13 2 x 4 PT SILL ON SILLSEAL
Lu
_j
W SEMCO TPP4 0 32" ox. 10. DESIGN WIND LOADS ARE BASED ON THE 1997 SBCCI SPF STUD GRADE MAY BE USED ON FOR LESS NOMINAL PLATE HEIGHTS ON SINGLE
ca SECTION 1606 WITH WIND)SPEED OF 100 WPH. STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS.
6x6. IOxIO WWM OR
FIBERMESH REINFORCEMENT
(0
W BOTTOM OF SLAB
3t
0 /-TRIUSS C �J-
z a MANUFACTURER CONNECTOR NALING PATTERN
< MIN INTERIOR BEARING FOOTING HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR
:C D
12� 518*xB'WEDGE ANCHOR 5/8"THREADED ROD WITH MIN.5"EMBEDMENT
2 6 MIL VAPOR WRIER OVER -------- CONTINOUS /-3-16d COM @ EA. SIMPSON LTT2G 110�16d COM NAILS MTS27B
0 TREATED AND COMPACTED FILL BLOCK
w PLUM13ING WASTE LJNE (Typ') V 314AW WWGE ANCHOR
8 USE!EPDXY ANCHOR MTT28B 5/8"THREADED ROD WITH MIN.7"EMBEDMENT
> SIMPSON MTT286 24-16d COM NAILS
0 ONLYwirHIN
1112%1'WEDGE ANCHOR
2 j5's CONT -3-12d COM (TYP.) 6"OF EDGE CONCRETE. LTT20
1/2"THREADED ROD WITH MIN,5"EMBEDMENT
MiN. 25" LAP 0 CORNERS SEMCO MTSZ7B 24-16d COM NALS
71'-74" 2 STOW CONDITION, USE \--2x4 BLOCKING @ 24"oc. C-1
v HD8A NIA 3/4"THREADED ROD WITH MIN,8"EMBEDMENT
16- WIDTH 3 1 5's CONT.
Lu
7'
0 SIMPSON HDM 3-7/8'BOLTS 518'AB'VWEDGEANCIIOR 5/8"THREADED ROD WITH MIN.5"EMBEDMENT
UJI I SGP3
-SHEARWALL I I I _j
F- __ :::::rSGP3 24-16d COM NAILS
z WEDGE ANCHORS SHALL BE"RAWL-STUD"OR"KWIK-BOLT"OR APPROVED EQUAL
3
3
EPDXY SYSTEM SHALL BE SIMPSON"EPDXY-TIE"OR HILTI"Hi'l-OR APPROVED EQUAL
W
I-r BRICK VENEER WITH 1- AIR SPACE CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2
0 AND WALL TIES AT 16"oe- VERT. AND AT BOTTOM OF SLAB
32' oc HORIZONTAL. 4"MIN.
LIJ WEEP HOLES 0 48'oc.
INTERIOR BEARING FOOTING Lap in double plate 12- 16d common 16-0.131"x 3 1/4"gun nails 20- 12d sinkers
0
Ir GALV_ FLASHING
EL 12" #5's CONTINOUS 6"o.c. on edges and 12"o.c. in the field with 0.131 x 2 1/2" 4"o.c. on edges and 8"o.c. in
z 6"o.c. on edges and 12"o.c. in the field with 8d common,
SIMPSON PA 51 EMB.STRAP
2x4 PT SILL w/SEMCO,TPP4 AT 32'OC.
V2"x 10'AB-AT 32"OC. PLUMBING WASTE LINE SVV-shearwall box,screw shank or ring gun nails the field with 0.099"x 2"gun nails
w/2'A 2'x 1IW WASHER GARAGE SLAB THICKENED EDGE
W LOWER REBAR AND FOOTING 3"o.c. on edges and 12"o.c. in the field with 8d common, 3"O.G.on edges and 12"o.c. in gun nails
z 4"CONC.SLAB 2500psi w/ IF NECESSARY STEMVVALL
(9 SVV(3)-shearwall box, screw shank or ring the field wi� 0.131"x 2 1/2"
(0 F ISERMESH OR 6x&l 0/10 WWM
STF-MVVALL FOOTING
W 4- 112"or 7/16"Roof 6"o.c.on all supports with 8d common, ring shank or screw 16"o.c. on all supports with 0.131"x 2 1/2"smooth, ring or 6"o.c. on all suppoas with 0.099"x 2"ring screw or annular
no =M- I ling withih 4'o co
0) MBING PENETRATIING INTERIOR BEARING FOOTING
PLU ea ing, an , gen W1 o roo e ge annu ar s an gun nai s, o.c.e ge nai Ing wi in roo e go s an gun nai s,
co
H 1/2"or 7116" Roof 4"ox. on edges and 6"o.c. in the field with 8d common, 4'o.c.on edges and 6"o.c. in
W
CLEAN,TREATED,COMPACTED FILL Sheathing, 110 MPH ring shank or screw shank I the field with 0.131"x 2 112" gun nails
8"CMU STEMWALL w/11M VERTICAL
LU ff
X GRAD AT 413"OC.AND ALL CORNERS,w/ Somco,HCPLULR 4-Eld common in truss and plate 4-0.131"x 11/2" nails in truss and plate
F-- NOTE
_j 12"HOOK AT SLAB AND 6-HOOK OP Semco TPP4/6 8- 1 Od common 10-8d cornmon 10 0.131"x 11/2"nails CV co
_<j ENINGS TO 5' L%-
AT FOOTING. WIDTH USE (1) Semco RTPGA830 13- 16d common in each member 13-0.162%2 1/2"nails in each member Cq
TPP4/6 TOP AND
117ni LO
BOTTOM
'24-0.162"x L�1/2"nails
#4 BENT INTO FOOTING AND THICKENED Semco MTS27B 24-16d common
0 CV
z CV lo.
w FQOIINGw/2#gsCONT- 7' WIDTH USE
0 Simpson HD8A 3/4:Thrd. Rod Epoxied (8"Emb.), 3-7/8"bolts thru 3 0 0
20"x 10"CONC, OPENINGS 5' TO EDGE Simpson LTAI 12- I Od x 1112"
--- FOR TWO-STORY --- (2) TPP4/6 TOP #4 VERT,-TYPICAL-
0 AND BOTTOM
0 USE 22"xIO' FTG TPP4/6 AT 32" o.c. Simpson MT312 7- 10d common in rafter and plates '7-0.148"x 111/2"nails in rafter and plates 114
0 w/ 3 #5's CONT, 1#5 CONT.
z NOTE: (TYPICAL)
< TYPICAL STRAPPIING (UNO) Simpson MTT28B 24- 16d common 24-0.162"x 2 1/2"nails
z NOTES: il
2 1 Simpson HTT22 32- 16d sinkers
ANCHOR BOLTS PLACEMENT OF SIMPSON PA51 EMB.STRAP
MAY BE LOCATED SemcoSGP3 24- 16d common 124-0.162"x 2 1/2"nails
AT EITHER SIDE N
U.1 OF KING STUDS,
PLATE MUST BE Simpson SPH4 �2-_10d x 1-1/2"NAILS
CONT. BETWEEN
BOLT AND KING 0
2x4 PT SILL w/SEMCO TPP4 AT 32'OC. STUD It
4" CONCRETE SLALB w/
CID E-1
0 1/2'x1O"AB.AT32'OC. ANCHOR BOLTS 64, IOxIO WWM OR SIMPSON MTS12 C) Cq
F- MUST BE WITHIN FIBERMESH REINF_
wl 2"7,2"x I/B'WASHER 12" OF KING
T STUDS
LL
4"CONC.SLAB 2500psi w/ 4
I-
ANCHOR BOLTS -4 2x-RAFTER SEE PLAN FOR SIZIE AND SPACING CO
FIBERMESH OR 646-10MO WWM 1/2' A 10
0 t 4
AT 32" o.c. M
I-
3: A (TYPICAL) 6 MIL VAPOR BARRIER OVER
ly 4 TREATED & COMPACTED FILL 7/16" OSI3 SHEATHING NsIAILED AS PER LO
W >-q
z (1) # 5's CONT, 0
Z NAILING SCHEIDULE 2 x 4 STUD
<
_:5
Cr __ 1=1 11-111-,' 1 TYPICALHEADER STIRAPIPING ALIGN wl RAFTER Cq 0
0 CLEAN,TREATED,COMPACTED FILL ROOF SHINGLES OVER 15#FE---LT 03
2 8"CMU STEMWALL w/1#4 VERTICAL SCALE:30"=1'-0" %ftawo
re
GRAD AT 48'OC.AND ALL CORNERS,w/ SIMPSON MTS12 CLIP STRAP STUD TO DOUBLE
AT EACH RAFTER PLATE w/ SIMPSON MTS12
12"HOOK AT SLAB AND 6'HOOK
I U AT FOOTING,
z
REFERro WALL SECTION FODR TYPICAL ANCHORS A.
0 20'x 10"CONC. 7/16"STRUCTURAL ROOF SHEATHING
0 NAIL RAFTER TO CEILING
ly FOOTING wl 2#5's CONT, 1#5 CONT.
0 FOR TWO-STORY 4'CONC.SSLAB 2500psi vv/ #5 CONT or USE 1/2" 2x4 OUTRIGGER 48"oc. JOIST wl 4 12D com. (MIN)
W V-8- USE 3 #5's CONT FIBERMESVH OR 6x6-10/10 WWM 14" ANCHOR BOLTS
0
E-4
AD�_j
#5
< HURRICANE CLIP H-25 OR EQUAL
BLOCKING REQUIRED BETWEEN OUTRIGGERS
TYPICAL STEMWALL @ 48"oe.
U.1 (:D GRADE HURRICANE ANCHOR AT EACH TRUSS CLIP STUDS TO DBL. PLATE w/ SEMCO TPP4 3F"
0 . . SIMPSON A35
:D
0 2x4 BARGE RAFTER CONT. ( SEE SCHEDULE )
2x4BLOCKING @ SHEATHING JOINT
GRADC-
ILL! CLEAN,TREATED,CCOMPACTIED FILL 4' FROM GABLE END SHINGLE STRIP
a! i;;-- >
Lul (2) 2x SYP DOUBLE TOP PLATE wl STUDS @ 16"
2 x
FASCIA
SEIVICO TPP4/6 AT 32" OC.
2x4 SCAB CONT.TOP TO
z TOP CHORD OF GABLE END TRUSS BEARING WALL T_
o CORNICE DETAIL AS
z CLEAN COMPACTED FILL BOTTOM F::
< DROP 3 1/2"
Ld 1 95 CONT. CHORD @ B'FROM GABLE
PER BUILDER'S SPECS
TYPICAL FOUNDATION IN4 GARAGE
3- 12d NAILS TYPICAL AT CONT.2x4 SCAB FROM TOP TO 2x-SPIF#2 STUDS AT 16" OC. A,P,P R 0 V E D
10 BOTTOM CHORD @ X-BRACING CITY OF ATLANTIC BEACH
W i X-BRACING (SEE STUD TABLE FOR SIZES r)
_j
(PROVIDE ADDITIONAL 2x4's @
VERTICAL IF HIGHER THAN 48", AND SPACING AT VARIOUS HEIGHTS)
W (
y I 2x4 SCAB IF VERT.VVEB IS
W 2 x 4 STUDS 0 16" o.c, NOT TO FORM AN"L"SHAPE.) FEB 0
ly No. 2 or Bt. SPF
ILL 2 x 4 STUDS 0 16" o.c.
LL E- rz4
No. 2 or Bt. SPF PRESENT 7/16" OSB SHEATHING NAILED AS NOTED 0 0
CLIP STUDS TOP AND BOTTOM TOE NAIL TRUSS TO DOUBLE
W/ SEMCO TPP4 0 32" o.c. (5 z
CLIP STUDS TOP AND BOTTOM ij� X
In PLATE w/16d COM @ 8"oc, z z W W
0 W/ SEMCO TPP4 0 32" CONT.2x4x8'#2 SYP LATERAL Si W1 -4 M X
Lu 112' x 7" WEDGE ANCHORS 4" CONC. SLAB 2500p r'21.13 -<E_'V)
F- - 2x PT SILL wl SEIVICO TPP4/6 AT 32"OC. wz�'
LL 0 32" o.c. BRACE @ 48"oc. 1�k -Z-) E_
1/2" x 7" WEDGE ANCHORS BOTTOM CHORD OF GABLE Cl�-Woow 05�5iw
FIBERIVIESH OR 6x6-10/10 VVVVM La:::)-- z cwa�a�
0 32" o.c. 4" CONCRETE SLAB wl !� E-M !_-� W
6x6, IOxIO WWM OR END TRUSS
1 2x4 BLOCKING @ 48"oc.
4" CONCRETE SLAB w/ H REINF. il�0 1=� U3
6x6. 10x10 WWM OR BETWEEN GABLE AND FIRST 1/2"x 10"A.B. AT 32" OC. f_"C)E-z CIXr4
FIBERMESH REINF. 6 MIL VAPOR BARRIER OVER is C4 E-Y) � U)WWE-M
UJI TREATED COMPACTED FILL 2-2x4 TOP PLATE r4i�_ z W r" �:)
z TRUSS. wo-r�'
0 w/ 2" x 2" x 1/8" WASHER M �:>E-
V) vi n1_(M�:)
F E-co
W 4" 4 . a.
W 41 .1; -oc. rA re,zz
- 4t SIMPSON LSTA 24 @ 48 L91
0 ��� Z CL
U) 4' . �4 6- W E- W C4��
W Z
8" CMU STEIVIVVALL wl 1#4 VERTICAL
8" 6 MIL VAPOR BARRIER OVER 2x4 STUDS @ 16"oc.
TREATED & COMPACTED FILL 4.
W (2) # 5'5 CONT. 0 f4 0
UJI 2x4 X-BRACE @ 8'-0"oc. AT 48" OC. AND ALL CORNERS, w/ Z;D MW W<:)
F (2) # 5's CONT. V-4" [�NOTE. z 'E_-.4 X Ix"0 VJ r�13.E_
FOR 2-STORY CONDITION 2- STORY FOOTING
NOTE: FOR 2-STORY CONDITION USE 1'-8" WIDTH w/ 3 #5's CONT. 12" HOOK AT SLAB AND 6" HOOK
ALL MEMBERS SHALL BE SYP 4
USE V-8- WIDTH wl 3 #5's CONT. 604 10" 20" x 10" GONG,
LIJ AT FOOTING. S 11 L."E"F:
GA�IILE END�IX-11R�ACING�' FOOTING wt 3#5's CONT.
TYP'C 20" x 10" CONIC.
_r_0" S-1
�SCALE�318 FOOTING w/ 2#5's CONT.
5L4
SHEARWALLS NAILED AT Voc.ON EDGES
AND 1:2"oc.IN INTERMEDIATE SUPPORTS Ljj
WITH Md COMMON NAILS.
SHEARWALLS NAILED AT Yoc.ON EDGES
1(01-011 AND i:2"oc.IN INTERMEDIATE SUPPORTS
WITH 8d COMMON NAILS.
...............
4o4o,,"z
NOTE:ALL LOAD HEARING HEADERS SHALL BE
C�d
0o, A MINIMUM OF(2)2)x6 No.2 or BT SYP(U.O.N.)
3--1011 oo YO
8" CMU STEMWALL Lb 00 0� I
ON 10" x 20" FTG. oo o"
1 00 000
w/ (3) 05's CONT. 00 ui
F- -1 oo
oo
E3 I oo
I L —1 L -i
F- --I
I E3 I
(3) 2x4 f105T AT
WWM OVER e> MIL z
VAPOR BARRIER, COVERING
4" CONC. 5LAE3 w/ 6x6 010 wl MT521
GLEAN COMPACT TREATED. Z2 x 24" x 12" 00
wl (2) 04's EA. WAY -4 00
HARDIE LAP 511--)INn 01
>
Oct
F-
w Q1
(L
0
STRAP HEADER TO CRIPPLES w/ (2)
SEMCO fRTPGA036 STFRAFS AT EACH
5" x 5" THICKENED ENE),
EDGE w/ (1) *5 CONT.
'q -SOLID 5UILT-UP`
010 Oq[) 5WEATH 50TH SIDES 4040
L — — — — — — — 1114min -- --- CORNER (SyP` ISTUDS)
--Xxx�
L5UPPLY 4" CONC. 5TOOP
FOR DOORAND 5TAIRWAY 5IMP50N PA-51 EME3. STRAFA' WTT222
NAIL w/ 21- I(od COM, or
USE PA-20 ON MONOLITHIC 6LAE36. MTS2113
cf)
LEFT ELEVATION
FOUNDATION FLAN FIRST FLOOR PLAN 5ECOND FLOOR FLAN
CA
C-4 (f) Q)
LL, -j
I-- LL
1-4 - x
NOTE. ORNAMENTAL BRACES MAY BE LLI fp
ADDED TO THE RAFTER TAILS AS F=>EfR -J LL
THE OWNER'S 51=EC-5. THE5E BRACES 2x& No.2 SYP SU5-FASCIA w/ (3) -A
SHALL BE CONSTRUCTED OF 4x4 MATERIAL .131" x 3" NAILS at EA. RAFTER >
AND WILL NOT E3E STRUCTURAL MEMBERS. AT EACH END
LLJ
co
—L- L--- I L. -J. i
12 LO
1 -7 F -1 T F. m 0-11
0
Af
i J... L. T- d..
71
�N' :3 3
HARDIE LAF SIDINC;s z Q
(3) 2x4 POST yl
w/ (2) R7FGA830T
(POST TO RIDGE
AND w/ (Z) SIMPSON
CSI& STRAPS (POST TO (2) 1 1 yell Pel RIDGE:: 5E,4M
HARDIE LAP SIDING
-TUJr -4 FLOORS.
POST) 55 M
RISERS, -1.15"
CTYPICAL)
TREAD5.
2xi RA ERS tv 24
�'StA I f;R5 4 HANDRAIL
FER GODE,
0
IN
SIMPSON LU82(o
(TYPICAL)
u
z
P 0
SIMPSON LUS8210 U 2
AT DOU5LE RAFTERS z
0
CTYPICAL)
.-4x4 FT POST ON ABU44 0
BASE, WITH 24 11 x 24" x 12" x 0
3y
v
FIAD FTG. w/ (2) 1*4's E.W, U
(3) 2x12 STRINGERS ul�
RIGHT ELEVATION FRONT 4 REAR ELEVATION5 FLOOR FRAMING ROOF FRAMING SHEET:
ADD (2) #5's TRANSVERSE
AND (1 ) #5 LONGITUDINAL EXISTING M
FLOOR SYSTEM
LOOR SY519`Mr///,-.2,4.P1,,1TE
2x8 RIM JOIST _ I. NG REO'D
L L FLOOR
2 x 8 PT SILL
SIMPSON LTP4 0 32-oc.
———————————-4-4—————————— 1/2" x 10" ANCHOR BOLT HCPU. CUP AT EACH JOIST-// 3-2xB SEAM (D
TERMITE SHIELD 0 32" D.C. w/ 2" x 3fi" WASHER (D
TERMrrE SHIELD SIMPSON PA-18
WENT I SF PER 150 SF U-LINTEL wv/ I # 5 CONT a- . 16-CMU
————————--- (OF NET FLOOR AREA I j 5 VERTICAL
4 MIL MOUENE I # 5 VERTICAL AT 48- ..c..
IN ALL CORNERS AND ON EACH 4 MIL "SOVENE CAADE
SIDE OF OPENINGS
10' x 20" CONC- FrG. 24'x28-xl2- FTG. 0
wl 2 0 �/ 3 15's E-w. (U.O.N.)
AT E,10H J 'S1
T,
x'
RMrE SH S,-'(
.,L __ ._jx5'
:4 _OLIOE-1
14'x
L wl 2 34 w/ Q
00 ) #5s tCO N T
r—STO
24 co USE (3) #5's CONT-
TYPICAL EXTERI R FOOTING TYPICAL PIER FOOTING
DETAIL vvA'#'-
uj
Lr)
SEE NOTE SEE DETAIL "A"—
I IE
111 3
VENT FOUNDATION AT 1 SF PER
150 SF OF NET FLOOR AREA. 3
PROVIDE MINIMUM ACCESS INTO
CRAWL SPACE OF 18" x 24"
w
m
EI
x j
C-4
EXISTING FLOOR SYSTEM TO BE
MOVED ONTO FOUNDATION. 3
lip: 3
(D
SEE DF TAIL "A"' i.0 co
rn, Cq
C:) ("0 CO
..... ............. T- __j
Lu LL
�rr- nrZ LLf C)
<SEE DETAIL "A" -1 0)
3 11-�I
__j x
> cu
C) Z Lj-
W �e 0
_j
x
N
L cj� (0
00
< 0c)
F— T-
L0
3 v— C)
0 CD
Fril
a
co
><
APPROVED
X CITY 'r' ';�C'ACH
N
3
F r.
LI -E-11 "D
RE C CD
r
(2) #5 DOWELS EXTENDED City of AtIzIll-t-IG Bc!ach < K
SEE NOTE Z,
25" PASS END OF FOOTING
(TO BE USED LATER FOR ATTACHMENT
OF PHASE 11 OF FOUNDATION)
LL
TYPICAL OF 3 LOCATIONS x 0
F co AT, IC BEACH
2x8 @ 16"oc. -
MAR 2 7 2000
L SHEET:
PHASL ONE OF FOUNDATION PHASL TWO OF FOUNDATION S-2
I
,3H151 I a1h5t
N,
ROV0110P413 i3y
1 0
LA
A-p
HoU,,"Ei
On;,
111S 1i7
VT
oil
Y?
—416,11
oL,
V�,i,
W
V
NEW
&!q W..-r R LV-.T 140
U)
1�4
41C
H,N
C-,N-T 4��T F?Gi Go
all
I z
I T
110
7 1
j
0
0
*4;r
0
X,
2�
V4
44
...............
'T
Q 3e
0
J
2\0 rANI L 1 4
Am 2,U.,a
%)
-,V N ee
T7
4,
',i: pil,
.7
4t,
APIP R 0 V 1� D
4.11 CITY OF ATLANTIC BEACH
'BUILDING OFFICE
y 0
121-H 3 2000
PL UG
LA
A 10P 0 V it
�14
..vt sf.,pll
L L—
VN
ef-io W5-T r-<Lic-rT i o M
1611 4,
-T o N -r,,p KsK" �-i
e�,e)w,-r Kue-,
A
cem4rr. -P9 OtEa. f2l�vlp\ est�
ISCALM
Nil i
JOB rid
E C E PL
APR 2 4 2000
A, Fb:::�OR F'LAN
City of Atlantic Beach
BUilding and Zoning
�N
4
7,1
Vi
T H 51 L 5Vi6<T 10 NJ
. .........
b2
u u
iL
.L
FX I 4:*r. 4e)U,;E
L E�VA-r FT P L [-:\//4�7 I ON '1,411 1 1) K 5,-f N o-r e�5;
F_><I-S-T I NCO
I N 6P L 1��5 454 t5l N 6:P -VeV-I'Prt-r
J4
14
I �;j9 L I I- FA6e 0 ff,L,5::�e_f6
707,777-77"
U T 4?
Hi&4+ 1,.I/
JOB PAC.
OP
REVISIONS, 'Ry
Ff 61caM 6PCAS-�
Ft�L
------- Vv;N TC-1 tp
�j
U LATI ON
LINO
&WF,3
r--Y F;e S 1;F t::
RAr Al L5
z -ro Kbzmel�4 T
1- a 7 -11 .
k 6 w E3
F; LrWP
(?ucru(24 L.
—rC, �-IA L-L
e�� N r) --n w
6p, W, Ga,, &ta
444 N&Lr�
V_ U^p -51 t-,�I N6
A ev
ON Vill I vt�w
Ie?. :p t4
<7
'INJ:
WC7
1A
s-�?e6
PIP P16
R- So 114 W-ATIqM
_7�
py
Jon;vq
tl
Ole
U,
c:n
cip
MANUFACTURER CONNECTOR NAILING PA-FrERN STRUCTURAL NOTES STUD TABLE ...
1, WOOD FRAMING SHALL COMPLY WITH SECTION 23 OF
NUT w/ 2" x 2" x 1/8" WASHER LENGTH STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS
FLOOR 2x PLATE (SYP) wl CUT CUT LENGTH SHALL BE 44' THE LATEST APPROVED ADDITION OF THE SBC CODE-
SYSTEMI TPP4/6 0 32" LENGTH FOR 16" DF-EP JOIST c
1/2- THREADED ROD ON SIMPSON LTT20 10-16d COM NAILS COILING No. 2 SPF No. 2 SYP No. 1 SYP
1/2" COUPLING TO BOLT
I I _�, C USE EPDXY ANCHOR ONLY WITHIN 2. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6 0
TIMBERSTRAND RIM JOIST 6' OF EDGE CONCRETE. A MINIMUM OF 4'-0" AND NAILED WITH 12- 16d COM ------------- ................... 01
2 x 8 PT SILL 00 < 1�
SIMPSON MTT28B 24-i6d COM NAILS NAILS OR 16- 3"x -131" GUN NAILS- 8 ft. 16"oc. 24"oc. 16"oe. 24"oc. 16"oc. 24"oc.
CLEAR
1/2" x 8" ANCHOR BOLT SPAN
TERMITE SHIELD-J/ 0 32" o c
3- ALL GABLE ENDS SHALL BE BALLOON FRAMED OR
LLJ
U-UNTEL wl 1 # 5 CONr. SEMCO MTS27B 24-16d COM NAILS BRACED PER DETAIL. 9 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. LL
4, MIL VISQUENE
!�,7 i # 5 VERTICAL AT 48" o c 0
IN ALL CORNERS AND ON EACH
00
SIDE OF OPENINGS SIMPSON HD8A 3-7/8'BOLTS 4. ALL SHEARWALLS SHALL BE NAILED AT 3" oc. OR 6" oc. 10 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. 0
10" . 24" CONIC. FTG. END (AS NOTED) ON ALL EDGES AND 12" oc. INTERMEDIATE LU
3 #5's CONT LENGTH
W/ 8d COM NAILS ( U-0-N-) BLOCK ALL 'UNSUPPORTED
m'n'm"
end distance
i s t"�'M EDGES WITH 2x4 FLATWISE BLOCKING. SHEARWALLS 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. Llj
NAIL w/ 11 10d cOM HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR 0!f
IN EACH END LENGTH W
L Pr-ovide minim
TOP AND BOTTOM Simpson Strong-TiEe SHALL BE 15/32" CDX OR 7/16" OSB. (U.0,N-) LL
CS16 AT 32' OC, MTS27B 5/8"x8"WEDGE ANCHOR 5/8"THREADED ROD WITH MIN. 5" EMBEDMENT 5. STRAP HEADER STUDS TO DOUBLE TOP PLATE w/ 12 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. _j
< 0
TYPICAL 2-STORY BETWEEN FLOOR STRAPPING 3/4"xB'WEDGE ANCHOR TPP4/6 AT EACH END OF HEADER AND NAIL w/ 8- 10d 24"oc. z _I_:
MTT28B 5/8"THREADED ROD WITH MIN. 7" EMBEDMENT COM NAILS OR 10- -131"x 2 1/2" GUN NAILS- 13 ft. N/A 24"oc. N/A 24"oc. N/A 0 -1-0
nG SCALE: N T' S CD
rLOOR SYSTEM 2x4 PLATE 1/2"x7'YVEDGE ANCHOR 6. HEADER STUDS AND HEADER CRIPPLES SHOULD BE 14 ft. N/A 16"oc. N/A N/A 24"oc.
BLOCVJNG REQ'D LTT20 1/2" THREADED ROD WITH MIN. 5" EMBEDMENT NAILED TOGETHER AT 6"oc. w/ 12d GUN NAILS ( .131x 24"oc. C:)
2 . 12 JOISIAWP.) Uj "q1_
3") STAGGERED. CLIP UNIT TO SHOE PLATE WITH > co
2 . 8 PT SII,`�r I- TPP4/6 CLIP AND NAIL WITH 8- 10d COM NAILS 15 ft. N/A 16"oc. N/A 16"oc. N/A 24-0c. z
HCPLL CLIP AT EACH JOIST-/ NUT w/ 2" x 2" x 1/8"' WASHER HD8A N/A 3/4"THREADED ROD WITH MIN. 8" EMBEDMENT (U-0-N-) 0 UJI
TERMITE SHIELO 3-2AI2 BEAM WEDGE ANCHORS SHALL BE"RAWL-STUD"OR"KVVIK-BOLT"OR APPROVED EQUAL 16 ft. N/A 16"oc. N/A 16"oc. N/A 16"oc. 0
EACH JOIST-// SIMPSON PA-18 EPDXY SYSTEM SHALL BE SIMPSON"EPDXY-TIE"OR HILTI"HIT"OR APPROVED EQUAL 7- ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED 113
'Z.'TC S.'C'O
8* A 16� CkAV '_��BEAM- W/ 1/2- THREADIED TO WITHSTAND THE DESIGN LOADS BASED ON A 100 MPH
I # 5 VERTICAL ROD THRU CENTER SIMPSON PA 51 EMB, STRAP NOTE: THIS TABLE APPLIES TO STRUCTURES INITH MEAN ROOF HEIGHT 0
/-4 1111.4%nSOVENE OWE WIND ZONE. LESS THAN 25AND CONSTRUCTED IN WIND ZONE OF 100 MPH OR LESS ILL
GARAGE SLAB THICKENED EDGE W
24'28'xl2* FTG. 8. ALL CONNECTORS ARE SEMCO OR EQUAL� (U-0-N-) AND MIN, Y8" SHEATHING. D
3 #5's E.W_ (U.O.N.)
STEMWALL <
.____-PERMACAST COLUMN 9� FOUNDATION DESIGN IS BASED ON MINIMUM SOIL SPF STUD GRADE MAY BE USED ON 8' OR LESS NOMINAL PLATE
BEARING CAPACITY OF 2,000 psf. HEIGHTS ON SINGLE STORY AREAS OR THE SECOND FLOOR ON TWO LU
STEMWALL FOOTING
STORY AREAS.
10, DESIGN WIND LOADS ARE BASED ON THE 1997 SBCCI
SECTION 1606 WITH WIND SPEED OF 100 MIPH. I
BRICK VENEER WITH I" AIR SPACE NAILING SCHEDULERevised 5/18/98
AND WALL TIES AT 16"oc. VERT- AND AT
32" oc HORIZONTAL.
WITH GALV. FLASHING AND WEEP HOLES. 1/2- THREADED COUPLINIG CONNECTION TYPICAL NAILING ALLTERNATE NAILING 1 ALTERNATE NAILING 2
2x4 PT SILL w/ SEMCO TPP4 AT 32" OC.
112" x 10" A.B_ AT 32" OC_ ,-COLUMN BASE Lap in double plate 12- 16d common 16i-0.131"x 3 1/4"gun nails 20- 12d sinkers
w/ 2" x 2" x 1/8` WASHER FOUNDATION 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 with 0.131 if x 2 1/2" 4"o.c. on edges and 8"o.c. in
4" CONC SLAB 2500psi w/
FIBERMESH OR 6x6-10/10 WWM SVV-shearwall box, screw shank or ring guin nails the field with 0.099"x 2"gun nails
z 1/2" x 10" GALV. ANCHOR BOLT �z 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
4"
Li TYPIC
AL "PERMACAST" COLUMN 4 L SVV(3)-sheapotall box, screw shank or ring the field with 0.131"x2l
1/2"or 7/16" Roof
-4 CLEAN, TREATED, COMPACTED FILL Sheathing, 100 MPH shank,4"ox. edge nailing with 4'of roof edge aninular shank gun nails,4"o.c. edge nailing within 4'of roof edge shank gun nails,4" o.c. edge nailing withih Tof roof edge
THICKENED EDGE 6"o.c. on all suppo�s with 8d common,fing,shank or screw 6"1 o.c.on all supports with 0.131"x 2 112"smooth, ring or 6"o.c. on all supports with 0.099"x 2"ring screw or annular Cq
#4 BENT INTO FOOTING AND to
8" CMU STEMWALL wl 1#4 VERTICAL 112"or 7/16"Roof 4"o.c. on edges and 6"ox, in the field with 8d common, 4"�o.c.on edges and 6"o.c. in
GRAD Sheathing, 11OMPH ring shank or screw shank the field with 0.131"x2l/2" gunnails >4 C)
P,IT AT 48- OC AND ALL CORNERS, wl
NOTTE_ #4 VERT. -TYPICAL-
OPEENINGS TO 5' 0
OOTING_ WID)TH USE (1) SemcoHCPLL/LR 4-8d common in truss and plate 4-0.131"x 1 1/2"nails in truss and plate co
12" HOOK AT SLAB AND 6` HOOK
TPFP4/6 TOP AND SemcoTPP4/6 8- 10d common 110-8d common 10-0.131 x 11/2"nails LT%- Cv
BOITTOM 1 #5 CONT. Semco RTPGA830 13- 16d common in each member 113 -0.162!'x 2 1/2"na-11sin each member LO
20- x 1 CONC OPENINGS 5' TO CO C) CQ
FOOTING 5's CONT. 7' WIDTH USE: Semco MTS276 24- 16d common 124.-0.162"Y,2 112"nails
(2 TPP4/6 TOP V-4 CQ Nt
--- FOR TWO CRY --- Simpson HETAL 16 15- 10d x 1112" 11 5'�-16d com (2 ply truss min.) M 0
V-8- USE 22'xlO" G. AND BOTTOM
w/ 3 #5's C TPP4/6 AT 32" o.c. Simpson HD8A 314:Thrd, Rod Epoxied (8"Emb.),3-7/8"bolts thru 3 03
NOTE (TYfPICAL)
TYPICAL STRAPPING (UNO)
TYPICAL STEMWALL w/ BRICK VENEER MAYY BE LOCATED Simpson MTT28B .24- 16d common 24-0.162" 1/ "nails
Simpson MTS12 7- 1 Od common in rafter and plates 7-0.148"x 11/2" nails in rafter and plates
NOTTES. SIMPSON MTS12
CANCCHOR BOLTS
AT EITHER SIDE
OF KING STUDS. Simpson H1722 132- 16d sinkers
PLAATE MUST BE
CO�NT. BETWEEN
EIOLLT AND KING 7/16- CISB SHEATHING NAILED AT 6- OC. ON ALL
2x4 PT SILL w/ SEIVICO TPP4 AT 32" OC. STUJD SUPPORTS w/ 8d COM OR 8d RING SHANK. o
1/2" x 10" A.B, AT 32" OC ANCCHOR BOLTS
:7-07.147�x:
I zi
MUSST BE WITHIN 2 x 4 STU D Z
w/ 2" x 2" x 1/8" WASHER 12"' OF KING 0
4" CONC. SLAB 2500psi w/ STLUDS ROOF SHINGLES OVER 15# FELT ALIGN w/ RAFTER >
FIBERMESH OR 6x6-10/10 WWM - 111 1 - 1 �4
1/22" x 10"
ANCCHOR BOLTS STRAP STUD TO DOUBLE co
L L AT 32" o-c OF? SIMPSON MTS12 CLIP E-i 0 CIO
FA--3 AT 24" o c AT EACH RAFTER PLATE w/ SIMPSON MTS12 co
4
(TYFPICAL)
CLEAN, TREATED. COMPACTED FILL <W ob 0
NAI L RASTER TO COILING DOUBLE RAFTERS AT DORMER WIDTH LO
8" CMIJ STEMWALL w/ 1#4 VERTICAL 0
GRA JOIST w/ 4 - 12D com. (MIN) 0 F ( 2' - 5'
AT 48" OC. AND ALL CORNERS, w/
10" 12" HOOK AT SLAB AND 6" HOOK TRIPLE RAFTERS AT DORMER WIDTH cr)
FOOTING
OF 5' - 8'
1 __?1- \\1 I--,
20" x I ONC. TRUSS HURRICANE ANCHOR AT EACH TRUSS 9 O.C.� I
FOOTING wl 5's CONT. I ( SEE SCHEDULE CLIP STUDS TO DBL. PLATE w/ SEMCO TPP4 0 31" DOUBLE HEADER
FOR TWO-STORY /,3-1 6d COM @ EA_ 9,'%� BEARING WALL
USE 3 #5's CONT BLOCK (TYP,) (2) 2x- SYP DOUBLE TOP PLATE w/ 2 x STUDS 0 16" ox.................... SIMPSON A35 (TYP.)
TYPICAL STEMWALL -3-1 2d COM (TYP-) - SEMCO TPP4/6 AT 32- OC. NAIL RAFTER TO RIDGE w/
\\-2x4 BLOCKING @ 24"oc. 2x- SPIF §2 STUDS AT 16" OC. CORNICE DETAIL AS (3) . 131" x 3" TOE NAILS
(SEE STUD TABLE FOR SIZES PER BUILDER'S SPECS 7
AND SPACING AT VARIOUS HEIGHTS) �2xI5 RIDGE BEAM
-SHEARWALL <"
7/16- OSB SHEATHING NAILED AS NOTED -
2x4's @ 24"oc. (TYP.) ILI
CLEAN COMPACTED FILL
1 #5 CONT. (2) 2x4's
FLOOR SYSTEM
NUT w/ 2" x 2" X 1/8" WASHER
CAL THICKENED EDGE FOOTING
_T _
2x PLATE (SYP) W/ HCPLL CLIP (TYP_ <
2 x 4 STUDS 0 16" o.c. TPP4/6 0 32" ox. A,Pip R 0 V E L�
No. 2 or Bt. SPF CITY OF ATLANTIC BEACH
2 x 4 STUDS 0 16" o.c. CLIP STUDS TOP AND BOTTOM LTS12
No. 2 or Rt. SPF 1/2" THREADED ROD ON BLIVIL.DINC-, r)r?FrT(-t5 E_ 4.
W/ SEMCO TPP4 @ 32' o.c. 4 0
CI M
1/2" COUPILING TO BOLT W E-Z X 04 Z
CLIP STUDS TOP AND BOTTOM Z -4 W W
W/ SEMCO TPP4 0 32" o.c. 1/2" x 7" WEDGE ANCHORS MAY 0 3 2000 p
0 32" o-c. TIMBERSTRAND RIM JOIST------- U)�d C� 121 `4 E-
C4
1/2" x 7" WEDGE ANCHORS 4" CONCRIETE SLAB wl 0z z�X5 1,n-4
0 32" o.c. 64, 1000 WWMI OR B aW�D Z 11,
FIBERMESH REINF. 2 x 8 PT SILL z 0.
4" CONCRETE SLAB w/ 1�_ �UD r
cz� W
6x6, I0x1O WWM OR 6 MIL VAPOR BARRIER OVER �_TERMITE SHIELD E-2� C14 2�w_ W r 1::�
TREATED & COMPACTED FILL 1/2" x 8" ANCHOR BOLT X V)r4 W W.IIQ
FIBERMESH REINF. E-Z1 E--.0j
0 32" ox.
4 MIL VISQUENE E 0�c
r4 P�-.1 w =
Ml- ZF -
U-ILINTEL w/ 1 # 5 CONT. X RI E
C4 15�
r4
TREATED & COMPACTED FILL 5's
MIL VAPOR BARRIER OVER
2) CONT.
1 # 5 VERTICAL AT 48" ox.,
i4uj. FOR 2-3 RY CONWITION 0 E--
IN ALL CORNERS AND ON EACH r4w
# 5's CONT- USE 1'-8- WIDTH 3 #!5's CONT x 20" CONC. FTG. n M rl,0�P�J'-`�'l
V-4- N TE: FO_ STORY CONDITION SIDE OF OPENINGS w/ 3 #5's COW.
U E 1'-8 W wl 3 05's CONT
M-111 I
TYPICAL INTERIOR BEARING STEP FOOTING -77 1 S 1-1-1--l!
'77, �10+h
r
ADD (2) #5's TRANSVERSE
AND (1 ) #5 LONGITUDINAL EXISTING
FLOOR S
FLOOR SYSTEM 2A4 PLATE
M RIM JOIST /�BLnK.INC RFQ'D
2 x 8 PT SILL
SIMPSON LTP4 0 32"oc-
HCPLL CLIF AT WH jojST
1/2" x 10" ANCHOR BOLT 3-2.8 BEAM
TERMITE SHIELD 0 32" o c w/ 2' x V WASHER TERMITE SHIELD_�
SIMPSON PA-18
VVENT I SF PER 150 SF
—————————-- ODF NET FLOOR AREA U-LINTEL w/ I # 5 CONT a' 16, cmu 1:24
W" JO'ST-//
zm'Tr 1 5 VERTICAL
4 MIL VISOUENE 1 # 5 VERTICAL AT 48- o.c.,
IN ALL CORNERS AND ON EACH IL �1SOVENJE
a SIDE OF OPENINGS 4 M- 11, C�RADE
10" x 20" ONC_ FTG, 24-x2B"x 12- FrG. 4_0
_T L 2 #5's CONT. -3 15's E.W. (U.ON,) Co
m—am qrmm
24 00 USE (3) #5's CONT. C)
—TYPICAL EXTERIOR FOOTING TYPICAL PIER FOOTING
UETAIL vfAvv
uj
r)
SEE NOTE SEE DETAIL "A"
J
�jj I
:Air_
VENT FOUNDATION AT I SF PER
150 SF OF NET FLOOR AREA. :3�
PROVIDE MINIMUM ACCESS INTO
IL-111-j
2 CRAWL SPACE OF 18" x 24"
31
CL
x
c%1
EXISTING FLOOR SYSTEM TO BE
MOVED ONTO FOUNDATION. 31
Lo
CNI
lip x
SEE DETAIL "N- Lo
C,q
... ------- C) co
'r- _j CN
LLJ LL
—I r 7
<SEE DETAIL "A" t ui cp
U) x
> W
-3 Q 7-
(Ir- 0
W CD
L _j j
>< _j C)
P <
<
F_
(y)
3
zo
co
x
Fr..
3
0
F—I I___1
0
z
co
2x� Ca) 16")c.
HEE
L
PHASE ONE OF FOUNDATION PHASL TWO OF FO-UNDATION S-2
( STEMWALL IS EXISTING )
SIMPSON MTS12 CLIP
AT EACH RAFFER SIMPSON MTS12
NAIL RAFrER TO CEILING
JOIST w/ 4 12D com. (MIN)
2 x 4 STUE)
ALIGN w/ RZAFTER
STR,'AP STUD TO DOUBLE (D
PLAITE w/ SIMPSON MTS12 CONVENTIONAL FRAME ROOF AREAS SHINGLE ROOFS (1)
Span Tables for No.2 SYP Rafters Span Tables for No.2 SYP Coiling Joist Roof Framing Notes:
No Coiling Load -20 psf LL, 10psf DL 20 psf LL, 10 psf DL
I. Clip rafters to each bearing point with Semco HCPLL clips up to 10'span.
SIZE 12"o.c. 1601 ox. 24"o.c. SIZE 12"o.c. 16"o.c. 24"ox. For greater than 10'span use Simpson LTS1 2.
2x6 191-511 14'-2" 111-71' 2A T-10" 81-111, 71-81' 2. All ridges and valleys shall be one(1) nominal size larger than adjoining rafton
2x8 211-21' 18'-3" 151-01f 2x6 151-611 131-611 111.011 3. Nall rafters to coiling joists with 4-16d common nails. C)
CLIP STUDS TO DBL. PLATE w/ SEMCO TPP4 0 32" o.c. 2x10 251-211 21'-1091 171-101, 2x8 201-111 171.511 141-211 4. Nail rafters to plates with 3-16d common nails, q*
BEARING WALL 2x10 241-01' 201-911 IT-011 5. All rafters and ceiling joist shall be No.2 or Bt.SYP.
Span Tables for No.2 SYP Rafters-No Coiling Joist- 2x12 26t.011 24'-4" 191-101,
2 x - STUDS @ 16" o-c. with Drywall Coiling-20 psf LL, 15 psf DL Span Tables for No.2 SYP Floor Joist UJ
SIZE 12"o.c. 16"o.c. 24"o.c. 40 psf I-L, 10 psf DL
".= .......................;�5- (D
2x10 191-311 SIZE 12"o.c. 16"ox. 24"o.c.
2x12 26'-0" 221-711 2
zxb 10-9, W-9-
2x8 141-211 12A 0" 111.011
TYPICAL RAF7ER FRAMING 2x10 181.011 160.1 13'-2" C?
..--2xl2 21'-911 181-101, 15'4'
0
D
-T
C? SHEARWALLS NAILED AT 6"oc.ON EDGES
AND 12"oc.IN INTERMEDIATE SUPPORTS
WITH 8d COMON NAILS.
SHEARWALLS NAILED AT 3"oc.ON EDGES
AND 12"oc.IN INTERMEDIATE SUPPORTS
WITH 8d COMMON NAILS.
LO
N
x
NOTE:ALL LOAD BEARING HEADERS SHALL BE 0 co
A MINIMUM OF(2)2x1 0 No.2 or BT SYP(U.O.N.) Fq
C\J
C) CO
7 V- _J
LIJ LL
2x1 0 RAFTERS 24"oc.
TYPICAL (U.O.N.) U) -J
DOUBLE JOIST x
>
C) Z U-
0
LLJ Y C:)
_J ()
F- <
-1 DOUBLE JOIST END OF CLOSETABOVE
< 00
00
I---
0
2x8 COLLAR @ 2E4"oc. C�)
INSTALLED IN IINOTTOI�UTHIIRD co
N
OF RAFTER, NA11 L w/ (�) .131" x 31T 0-
NAILS AT EACHI END 10 RAFTER
TYPICAL (U.O.M.)
DOUBLE JOIST ;E0 BEARING WALL ABOVE
T
0
DOUBLE JOIST EDGE OF STAIRS ABOVE
0
u
-F
C z
0
MTT28B
r---I
0 SHEE
co 2x6 CEII-If,IG J0 STS Q 24"ou.
On 4x4 PT POST ON SIMPSON ABU44
UJ POST BASE w/(2)SIMPSON H6 CLIPS
ca AT BEAM ABOVE or USE
Z)
0 PERMACAST DETAIL.(TYPICAL)
(2)2x1 2's TYPICAL - - - - - - - - - - - - - -ry- - - - - - - - - - - - - - -
— — — — — — — — — — — — — — - S 3