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LCr RAL_"4?LSTUD TABLE�� --_
,-.rc[ MANUFACTURER CONNECTOR NAILING PATTERN 1 WOOD FRAMING SHALL COMPLY WITH SE(, 23 OF S FUD SPACING FOR EX FERIOR LOAD-BLARING WALLS
v
/r•r. yr�3,wn Tw THE LATEST APPROVED ADDITION OF THE SBC CODE
/{Ai.1131-1U51 Wim" P" 1DcnIM CUT LENGTH SNDA BE 4A' CEILING No. Z SPF No. 2 SYP No. 1 SYP
/ NAIL$
Ti,
v%
n 1"ON x4 a 7r u1AI 11wM rat 16•DEEP JOIST SIM _PSON LTT20 IQ- 16d COM
µ, 2 ALL LAP$ IN TOP PLATE OF BEARING WALLS SHALL BE HEIGHT x x ��x x x xf3-� 0
• FNWTi,I � VC C wm.N SE PO" 1 � A MINIMUM OF 4'-0" AND NAILED WITH 1 2- 16d COM
4EKO _
0.4, 61 OF EKE COWRm.
SJMPSON MTT286 24- 16d Cord NAILS OR 16-• 3"A 131" GUN NAILS + 8 ft. 16"0c. 24"OC- 16"oc. 24'oc. 16"oc. 24'oc. �--
sA.. NAILS U
3. ALL GABLE ENDS SHALL. BE BALLOON FRAMED OR
BRACED PER DETAIL 9 ft. 16'oc. 24'oc. 16"oc. 24"OC, 16"Toc. 24"oc.
SEMCO MTS276 24- 16d COM
�o Ta+�caP NAILS
4 ALL SHEARWALLS SHALL BE NAILED AT 3" oc. OR 6" oc '1D ft. 12"oc. 24-oc. 12-oc, 24'oc. 16'0C• 24'oc. F---
I- BLOCK
- -
SIIAF$ON HDBA 3- 7/8" BOLTS 2" cx INTERMEDIATE V)
w/ 8 AS PCOM NAILS (UTED) ON ALL �0 N�) BLOCS AND iK ALL UNSUPPORTED
M.L 77•w.mRKri P.wd4 •• 1"
EDGES WITH 2x4 FLATWISE BLOCKING. SHEARWALLS 11 ft. N/A 16'oc. N/A 16"0c. N/A 24"oc.
NAL HIC TcoM SHALL BE 15/32" CDX OR 7/16 GSB (U 0 N ) � Q
ft TOP AMD BOTTOM ) y,PJ., SOAP-rr HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR
csla AT 32'oc. c c TOP 12 ft. N/A 16"oc. N/A 16"x. N/A 24"oc• U
5. STRAP HEADER STUDS TO DOUBLE )P PLATE w/
A TYPICAL MONOLETHIC FOOTING w/ BRICK VENEER IS/B%8" WEDGE
MTS27B ANCHOR 5/8" THREADED ROD WITH MIN. 5" EMBEDMENT TPP4/6 AT EACH END OF HEADER AND NAII, w/ B- 10d N/A 12"oc. N/A 16'oC. N/A 16"0c.
r TfPIG►L 2-57pRY BETMEEN FLOOR STRAPPING COM NAILS OR 10- 131"x 2 1/2.- GUN NAILS. 13 ft. Lij
3/4-•6- WEDGE
MTT28B ANCHOR 5/8" THREADED ROD WITH MIN. 7" EMBEDMENT 6 HEADER STUDS AND HEADER CRIPPLES rHOULD BE 14 ft. N/A 12"oC. N/A t2"pc. N/A 16bc.
04 NAILED TOGETHER AT 6"oc w/ 12d GUN NAILS ( 1.31
2 44"5111UNSILy� •
1/2'.7' WEDGE FTAGGEREU CLIP UNIT TO SHOE PLATE WITH
3vo+•4 a u••• LTT20 ANCHOR 1/2" THREADED ROD WITH MIN. 5" EMBEDMENT 3") � �
I-- TPP4/6 CLIP AND NAIL WITH TH 8- 1 Ud CUM NAILS
/r41[RLwyH nrrxcEMLr,
NUT w/ 2" x 2" x 1/8•" WASHERF1D8A (U 0 N.)
N/A 3/4" THREADED ROD WITH MIN, 8" EMBEDMENT NOTE. THIS TABLE APPLIES TO STRUCTURES WITH
7 ALL WINDOW AND DOUR COMPONENTS MUST BE DESIGNED TO MEAN ROOF
BEAM- w/ 1/2" THREADED WEDGE ANCHORS SHALL BE "BAWL-STUD" OR "KWIK-BOLT" OR APPROVED EQUAL WITHSTAND THE DESIGN LOADS BASED ON A tOQ MPH WIND HEIGHT LESS THAN ?5' AND CONSTRUCTED IN WIND O
',.,;`R-000�,m,u ROU THRIJ CENTER EPDXY SYSTEM SHALL BE SIMPSON "EPDXY-TIE" OR HIL TI "HIT"' OR APPROVED EQUAL LONE. LIQ
ZONE POF
H '
SIMPSON PA 51 EMB. STRAP 8 ALL CONNECTORS ARE SEMCO OR EQUAL. (U,O N.) 10U MPH OR LESS. V)
,��M GARAGE SLAB THICKENED EDGE 9. FOUNDATION DESIGN 15 BASED ON MINIMUM SOIL --- SPF" ;TUU GRADE MAY BE USED ON 8' OR
s6 5'.COW. PERMACAST COLUMN BEARING CAPACITY OF 2,000 psf LESS Q
TYPICAL MONoLrrHIC FooTING STEMWALL c << r NOMINAL PLATE HEIGHTS ON SINGLE STORY AREAS OR
B 10 Q �I�N WIN) �QAD AR BASED ,:L1j THE
1 �7 fel THE SECOND FLOOR UN TWO STORY AREAS
STEMWALL FOOTING 5E�S21 N 1606-WITH W1riDEEU �F���F H W
r�l6we erttrve 0
------ ..
BBC1 VENEER WITH 1.Orr SPACE TONG SCHEDU12
ARID MALL TIES At 16'x, VERT. AND AT
32'« HOWOWTAL - - CONNECTKA TYPICAL NAILING ALTERNATE NAILING 1 AI.TERMATEMA1MOt
a
WITH GALV. rLASHMG.AM WEEP tOLEs- 1/2" THREADED COUPLING crI
_ ._.. .._._ 2.4 PT SILL "/ SEKID TPP4 AT 32 OC.
1/z•. ,o-Ae AT 32•OC COLUMN BASE Lap n 6x&plate 12_16d amnon 16 0.131'x 3114'gun rta�s _ _ . 21) 12d silken - �._ U
1/8•WASHER
- ---.-- 4•Coro. SLAB 2xxx.:-/ FOUNDATION �`�u�-��■� {6"�o.c on edges�«17 o.c.in the field with 8d cortrnDn, �•� and 12"o.c.n the Field Wh Q13I'z 21/7' - t e*Id�wiedges
0�x 2 gunnais W
FIBERLIE`m OR 6.6_10/10 Wxm JTF-shed wW bw,savx do R1 ring
1/2" x 10" GALV. ANCHOR BOLT o-c-on edges and 17 o.c.in the 11e1d with 8d comm, 3o-c.on edges and 17 o.c.n gun nails �-
51N(3��shearwaq screw shank or ring_ tt,e field with 0.131"x 2112'
H TYPICAL 'PERMACAST' COLUMN 11r or7/16'Roof 8'o.a on an supports whh Bd common,ring 6hank or o.c.on all supports w0i 0.131'x 2 12`sm A,ring a 6'o.c.on al supports w4h0.0B9'x r rtq,smm or annular
- uuN, TREATED. Ca�AcTED FEL I SheaMitgT100 MPH shank,4'o_c.edge ring wi h 4'y Ty annular shark g[n rah.4'o.c,edge nailing within 4'of roof Shari gun nails,4' 0-c.edge nailing witMn 4'of roof edge
-- e•CUL;STEWWL ./ IoA v[mYGL 'o.c.on edges and 6'o-r:nitie field with 8d aynoT 1r7 'o.c on edges and 6"o.c in w
'=T' #4 BENT INTO FOOTING AND IM ri shank or screw shaNc 11etd with 0.131"x 1 1�un rreAs_ -__
AT M"OC AND ALL LCAN[R5. ./
I I ,2••co• AT s+Ae ANo 6-NDa oPE...cs �o�� Q ._ THICKENED EDGE ��0 pICp�R -8d Carrvr�on n tnrss and •0.131"x 1 1!Z'rteils n buss endplate
' T D' AT FOQI.IO. �.n Top 1) .�� e.... �� .��
calmtorl _ X4.11' 1 1t2•nail
14
00"Ou #4 VERT. -TYPICAL- Seritco RTPGA830 13 1 n n aadl member 13 0.167 x 21%x'nails n eecilTrnerE,ber ___ .___
_. 20-. I0•CONI OPE)WGS s• TO 24.told GGtrm _ 1 X 21�'r1ei1 � __ _ (N
FOO1240 w/ 205.4 CONT. P wvm LSE -
1(W Two-sTLw -- (2) Iw4/6 ,LP -_ 1 #5 CONT. FETAL 18 15-10dx 1 1JT _ 15--18d p�h �._.._ �._.. - ----- N G]
OsE Z2-.10' FTC. AAO r '3-'T� o6�e1�N1r �_ _-_ X N
./ 3 /5'"CONE YPP4 6 AT S2' +.c. _ _._
Yn'fPW (A 'I'L) �wyE7 - .~ _
nP1cAt sTTrAPPwG [1An) � PLACEMEEfT OF SIMPSON PAST EMB STRAP 6RIa1 -1tk1CB1►1IrK11�1rr�Rluprwly _•- � r�.�Q����F+n�Oe --_-- ---- __.
TYPICAL STEMWALL r/ BRICK VENEER NOTES _._ r1
M
x _ _.__�__.- W ��In 0
ANc HDR BOLTS
LM1 BE LOCATED
OF ..c seas. m N
PLATE MOST TM
/ COW. OETWUN
MT AND ..+c
---- --- 2.4 PT SL1 ./ SEMOD TPP4 AT 32-OC. ; STUD
--- I/Z" . 10•AB. AT 3z-OC. L C R XTSN PRE-ENGINEERED TRUSSES AT 24 OC. LL_ LL
z • z va wAy1[R 1 / 7/16" STRUT; TIJRAL ROOF SHEATHING 0
12•or K.O / ,�/�
/ ,' ............._. 4"oONC. SLAB ZSalo4i ./ STUDS V A Lit
FISERMESH OR 6.6-10/10 MMM 1/P . to- ROOF SHINGLES OVER 15# FELT -- ------ .`_.-___- •- -..
ANCHOR enL1s 2x4 OU TRIGGER C0 48 oc - -
AT 32 P.c. 04
FA-3 Al 24'a.c .,
7/16' OSB SHEATHING NAILED AT 6" OC ON ALI, BLOT KIhJG IZEI�UIRED BETWEEN (:)UrRll;I,ERS. � Z
_ HURRICANE ( LIP H-2.`.> (JR E(�UAL p
TYPIUL HEADER STRAPPING SUPPORTS w/ 8d COM OR 8d RING SHANK. i (C9 48 oC 0
.. .. - CLEAN, TREATED. COMw[,1ED FILL �- SIMPSON A 35 - / ►� �I
a CMu s1EM,IALt "/ H4 vE1nCu I ' - - N
2x4 BARGE RAFTER COfJT. F.`Lj U co
AT 48-OC AND ALL(OWNERS.+/ HURRICANE ANCHOR AT EACH TRUSS / Q CO
/ fo
•• �� ( SEE SCHEDULE ) � _ / `iTRIP
,y- NOpIc AI SLAB.4+D 6' 1100,1 SHINGLE
'' ID AT FOCFTxc. i 2x4 BLOCKING (i_� SHEATHING .JOINT -�
ro• . 10-CONI. TRUSS (2) 2x_ S'rP DOUBLE TOP PLATE w/ 4' FROM CABLE END FASCIA
FOOTMG ./ 2/5'r COACT 1'•.. / !' W 0 O
SEMCO TPP4 6 AT 32" OC O)
I•-e' FORUSE "i$cCDUI. 3•-164 COM o EA / _.-__. ..--TOP CHORD OF (;ABLE END TRUSS � �
BLOCK (TYP) - CORNICE DETAIL AS 2x r r��B CONT TOP 70 DROP 3 11-2"
;\_c
BO
D TYPICAL siEMwALI .. _. -- - FROM
,.
-t2d COM (TYP) PER BUILDER'S SPECS
3
2x_ SPF #2 STUDS AT 16 OC. _. CHORD 4 $' F ROM CABLEQ-
2xa BLOCKING O 24'(>c. COhJ 1 2x`1 SCAB FROM TOP TFC __�•. ,, �
(SEE STUD TABLE FOR SIZES i BOTTOM CHOFZD 0 X -BRAG. IIJG; �\ r
3- 12d NAILS -TYPICAL A TW \
(PROVIDE ADDITIONAL 2;4's
SHEARwAII AND SPACING AT VARIOUS HEIGHTS) X �-E3RACING --
/' VER TICAL IF HIGHER THAN 4$
' TO FORM AN "I.' SHAPE )
7/16- OSB SHEATHING NAILED AS NOTED 2x4 SCAB IF VERT WEB IS �
4
CLEAN COMPACTED Fu TYPIUL INTERIOR SHEARWALL TO TRUSS CONNECTION NOT _ ti
4- (GNC SLAB 250opsi «/ PRESENT -_-- , TOE NAII. TRUSS IU L)UIJBLE . \
i� PLATE w/ 1fd CUM Al f3•�oc. I
1 (rs can ...._ e- J A I
2x_. PT SILL w/ SEMCO TPP4/6 AT 32" CK'_ - FIBEkMESH OR fix5-10/10 WWM '~
E 7YPTCnL THICKENED EDGE FOOTING CONT. 2x4x j' JAZ EYP - J
1/2" x 10" A.B AT 32- OC LATERAL _�UTTOM CHORC, OF TABLE I I +
2 . 4 SILOS o 16".4 W/ 2- x 2" x 1/8- WASHER BRACE- 4$ oc �r� END TRUSS
W. 2 a M. SPF / -
._.__.. ._. • 4 STUDS a 16•Of. CL• SILOS TDP AND BOTTOM
No z a TTI SPF w/ uMCo ,w+ • 3z• "s - 2- 2x4 TOP PLA-TE
2
8" CMU STEMWALL w/ 1#4 VERTICAL 2x4 BLOCKING 4 48"IAC
CIPS T�AND BOTTOM ,/r , r WEDGE ANCH0w5 AT 48" C}C. ANU ALL CORNERS. w/ BETWEEN GABLE AND FIRST 2.4 x-BRACE. r�� 8 -0 oc. � _.._.� - �
1 32' I' TRUSS. 2 4 S TUDS (4 1 F'o(c UC�z
1/2• . r •EDGE ANCHLRS 4-CONCAM sue,/ 12" HOOK AT SLAB AND 6" HOOK fi• VE 4K
e 32•o.c. 6.6, MOO T OR AT FOOTING. A+. ~EC
-----6p6. '0.1 cl
CONCRETE
wwm / T�lE6�OMPACTED ni � 20" x 10" CONC F 0
6.6. 10x10 wwM OR
FOOTING w/ 2�j5's CONT
6 r4 B4RRER OVER a) ► �'.roN1 --- 2- STORY F00T1NG --- ALL MEMBERS SHALL_ BE SIP
TREATED k COMPACTED FILL 1 -4 NOTE, TOR 2-STOR, CON01TUN
20" It 10' (UNC.
(2)15'1 CON1 LIE 1'-a•wpTH./ s 115'4 CW
NOTE FOR 2-slow CONDITION FOOTING w/ 3#5's CUNT. SHEET.
LSC 1•-6".10TH ./ 3 /'3Y CONT
TYPICAL INTERS BEARING FOOTING ► ,L TYPICAL EXTERgR WALL SECTION �\� TYPICAL GABLE Erlp ( x-BRACING )
TYPICAL INTERIOR BEARING STEP FOOTING �vI
S
110
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