398 SHERRY DR - DRAWINGS 1 2009
COPYRIGHT
HIGGINS DRAFTING1 &
DESKAI-11,
Theme drawlngzi are not 'ki
ba raproduced or capied In
ENG, ROOF TRUSS ID 24" 0C cry from or mamner whiall9cpavar
PER STRUCTURAL DESIGN wffhout the, wrlitem pormTwce
il of
INSULATION 5AMi-E- ENG. FOOF TRUSS 24" CC Higgins Dmfflng & Design
FSER3LASS SHINGLES INSTALL PER OrRUCTURAL DESIGN t
PE4 tr
', �HAPTER 15 F5C 2001 INSUL�TION 5AFFLE- INC,
Al 6 PER SHIIIiiiii1GLIF P15ER6LASS SHINGLES INSTALL ENG. ROOF TRUSS 0 24" OC NEW ATLANTIC 5UIL�)Ef;;�&/
SYNTHETIC ROOF UNDERLAYMENT PER CHAPTER 15 FIBC 2001 PER STRUCTURAL DESIGN
0 1-
ROOF SHEATHING 4 NAILS PER SHINGLE -c' 0
'6 a
PER STRUCTURAL DESIGN >
SYNTIii ROOF UNDERLAYMENT r- E, 1-
FlIBER-GLASS SHINGLES INSTALL c" -� 6 :i�
L.
CLIP EACH MEM15ER ROOF 5HEATHING PE
CHAPTER 15 FIBC 2001
R-30 PER etRUCTURAL DESIGN 4 AILS PER SHINGLE
PER STRUCTURAL DESIGN 6
INSULATION Plan fRevjew and 5lullialing Permit
CLIP EACH MEM5ER SYNTHETIC ROOF UNDERLAYMENT
TOP OF R-30 E Z
PER SrRUCTURAL DESIGN ROOF SHEATHING Cover Sheet
PLATE INSULATION c :3
6" GALV. EAVE DRIP 26 GAUGE PER 5TRJJCTURAL DESIGN
(2) 2x TOP PLATE TOP OF:
ti cc
PLATE 73
E
'/2" DRYWALL— I X 2 PURRING STRIP rp
(2) 2x TOP PLATE 6" GALV. EAVE DRIP 26 GAUGE
3 co
l'j 73
(WALL$ 4 Cr=[LIW-%S) -'3
2 x & FASCIA WRAPPED Date-,
Wl ALUMINUM '/2" DRYWALL I X 2 PURRING STRIP
(WALLS 4 CEILINGS) 2 x & FASCIA WRAPPED PROVIDE FIRE 15LOCKING3 FROM TOP MATE Lot: 51ock: Unit:
VINYL SOFFIT IBETUEEN TftSSES AliiC ADD FIRE CA)JLK
UJ/ ALUMINUM R-38 AROUND THE FIRE IBLOCKIWa MATERIAL
UTILITY CHANNEL INSULATION ONLY WHEN THE EAVE IS 2'70 5'FROM PROPERTY LINE Communit�-.
VINYL SOFFIT TOP OF X- Address:
Iroll OVERHAW-% UTILITY CHANNEL PL ATE
(2) 2x TOP PLATE roll GALV. EAVE DRIP 26 GAUGE
I&" OVERHAW3
VARIES 1/2" DRYWALL— I X 2 PURRING STRIP
STUCCO OVER FELT 5ACKED LATH (WALLS 4 CEILINGS) 2 x & FASCIA WRAPPED
OR VINYL LAP SIDING STUCCO OVER FELT 15ACKED LATH W1 ALUMINUM
OVER WILDING WRAP OR VINYL LAP SIDING
(SEE ELEVATIONS) OVER WILDING WRAP VINYL SOFFIT
VARIES R-11 INSULATION (SEE ELEVATIONS) UTILITY CHANNEL
SIZE 4 SPACING OF STUDS
PER WILDING CODE 4 L
WALL SHEATHING PER STRUCTURAL DESIGN STRUCTURAL DESIGN I& OVERHANG
U
SIZIE 4 SPAC-1140 Or-&ILIPS
PER BUILDING CODE 4 WALL SHEATHING
STFUCTURAL.POSIGN PER STRUCTURAL DESIGN
411 CONC, SLA5 W1 R-11 INSULATION 1 �4 fR F I f;RE 0
FIBERMESH 2x P.T. SOLE PLATE
ON & MIL. VISQUENE FINISHED
OVER CLEAN, WELL FLOOR 0 CN
COMPACTED TERMITE FLOOR TRU55 SYSTEM 14 T E ED
TREATED FILL — FIN15HED GRADE TOP OF: PER TRUSS DESIGN L-L] >
FINISHED T PLATE C) _j
FLOOR ----------- (2) 2x TOP PLATE-------
Z
'/2" DRYWALL __j
(WALLS 4 CEILINGS)
C'A LjL-
3 #4 OR 2 - 05 DIA. ryl 0
RE-15AR CONT. ...... .................. ....... ....... LiJ
............ .................. ....... ............. ................. ................... ...... ......
R-11 INSULATION
__j
__j
----------
U
&TRUCTURE
xin"iurr,i
N 1210 055 5U55TRATE fOr Uc >
E & TCf;;�`� �ICNOL I T �4 I C STUCCO OVER FELT 5ACKED LATH thickness C)f _'I t7l a S,
OR VINYL LAP SIDING
OVER IBUILDING WRAP MOISTER 5AFRfRIER lip
(JI
(SEE ELEVATION$) H), Lin
f=N [D UJALL &ECTION <
VAf�irzs ------
L 4T�-4E S F" j __j
"T'l LJ'�!l E� t'I rr.i i
f
(2) LAYER5 OF 1!j
WALL SHEATHING PER STRUCTURAL DESIGN
5TUCC0 3/a" THICK 1ii":;ic"'J I. �3 wher-E, IrCl'(-�!
<
E-��")()W 'I"G, 0r-(.-;UMU1C'11L1:!'
411 CONC. SLA15 W1 SIZE 4 SPACING OF STUDS increase slope.
F15ER MESH PER eUILDING CODE 4
2x P.T. SOLE PLATE FIN16HED COAT
ON & MIL. VISQUENE STRUCTURAL DESIGN
0�= 15"TUCCO 11a
O\/i CLEAN, WELL 411 CONC. SLA15 W1
THICK
COMPACTED TERMITE F15ER MESH 2x F.T. SOLE PLATE
TREATED FILL ON ro MIL. vISQUENE LIJ
OVER CLEAN, WELL
FIN-ISWED COMPACTED TrEFitlITE 1/2"x&" ANC14OR 15OLTS
FLOOR a2l" O.C..
TREATED FILL
FINISHED GRADE
FINISHED GRADE
FINISHED
4.11 4-4414- L4-4'z-
all CMU STEM WA FLOOR
----------
W/ ALL CELLS z ;Ez z
'4' Z"l-i
L
CONIC FILLED
04 RE15AR VERTICA
* 48110,C. W1 MINIMUM 2011
1211 15END AT TOP AND q
50TTOM. EM5ED 5AR 3 - 04 OR 2 - 45 - 01A.
ro INTO FTG. 2011 RE-15AR CONT.
55 126 FLUTED
M,45ONRY NAIL5
Of=T I CNAL
TU 0 5TOf;R"� �ICNOL I TH I C
E .5, TO 5LOC""
f=NID UJALL &ECTION
411 CONC. SLA5 W1
"NF
co"',4T OVE R,
P15ER MESH 2x P.T. SOLE PLATE
ON ro MIL. VISQUENE
3/011 STUCCO
OVER CLEAN, WELL
-RATCili4 OVER
COMPACTED TERMITE
5ANr,) COAT
TREATED FILL
CORNEIR5EAD ON
FINISHED
ALL EXTRUDEIC:)
FLOOR
ORN r=IRS
all CMU. STEII-IWALL FINISHED GRADE
4-11.4-41 NEE I
W1 ALL r ...... ------- 1 1 12" FOI '1"6TYRE
,ELLS-
5AND
CONC FILLED
LIQUID ADHE51VE
04 FZE5AR VERTICAL-
5E�41ND
a 45"O.C. W1 MINIMUM k Ld
FOLY5TYRENE
20" ---------
12" 15ENP AT TOP AND
15OTTOM. EM15ED 5A
&11 INTO FTG.
T "� f= UJALL 6ECTION [DETAIL e �4EET. STL� C;C; C [DETAIL AC; C; ENT
(For Goinceptura I Purposes Onl�) Of=T ION L
NOTE TUJO 5TOfR��� 5LOACTi DRAWN B','
STRUCTURAL COMPONENTS f= OUND /4T I ON DC
5�40WN M,4'*r VAIRNT'� E)UE TO DATE
0 3//05 1/09
5UILDING GOC)E COMPLIANCE
4 STRUCTURAL DESIGN REVISIONS:
(SEE ENGINEERING SPECS)
S 11 E ET
OFFICE COPY
Oc 2009
COPYRIGHT
HIGGINS DRAFTING &
5TEF::>&
INTO OPENING DESIGN
Ql"N WATER SHEDDING FASHION'
Theo* drawIngs cre not to
E�ASIE C be reproduced or copied �r
ST4RTINIG AT THE IF
any from or manner whotsoover
T�4r= WALL 4 W05ZKING TOLUAIRr-,";
w3hout this written parmloslor ol
Higgins Drafting Ar Domtgn
THE TOP, lN5T4T' L T, WR5 5ECTION 4
TO., THE FAC_F_ OF, T�
5HE41" 'INGa. THROUGH WINDOW JAM5
J2
-------------------
Ar
SYNTHETIC STONE FOUNDATION FIOUNF-)ATION
51LL FL,46HfN(3
WEEP ISCREED WEEI= 5Cf;�,EELD,
VENEER %
0
............... /__7
APPLY BEAE� OF: 5EALANT
AT 54'-K OF Uplrll)OUj &EALANT 5EAr-1 CD 0
0
FL,4NGE SET wll�,41:;)Cul
E.
IV , E �a
PAN HEAD &CREW5 TC FLANGf�_ C 0 Z:�
WEATHER RESISTANT WEATHER RE516-rIANT U :3
1 od 0
FACILITATE IN15PECTION�
BARRIER (W.R.5.) BARRIER (W,R-5.)
>
r_ -- a .0
dw 0 0 0 —
0 >
(;) APPLY BEAD OF 5EALANT AT
4-- E �a '0 co
4-
55� EXTE:Nr;) Y2" a 0
2x WALL PER PLAN 77 1= " = C,
2x WALL PER PLAN SIDE J14M -rA
M
E 'it E L
PAPER BACKED PAPER 15ACKE�-.) 0
L
JC5,) APPLY JATI-15 FL,45HING
STUCCO LATHE STUCCO LATHE V) ID 0 -
------------------------- -
U! ----------- (D
W,R.5.
E
I/lro" APA RATED SHEATHING
111ro" APA RATED SHEATHING APFL',r 15EAD 0"' C w
rZ 0 a
SEE STRUCTURAL ENGINEERING 0 0 3 0 L 0
SEE STRUCTURAL ENGINEERING 3/0" STUCCO SCR.ATCH COAT AT HEAD J_
"7THRE:5HHCLD a- CL CL v
T CM MODIFIE�) I TAPE UP TOP �L,41_ INSTALL VUL<UM A
3/8" STUCCO BROWN COAT 1/8," STUCCO, 3 COAT S-Y'5TEM RE" IOVE 5C
3/5" 5CRATCH COAT WoRe, FLAP CUT IN W,R.5 PER MFR. INSTRUCTIONS. S,4PPl_'T" 14EAF-) FLASHING FLASHING
EXTERIOR SHEATHING TO BE EXTERIOR SHEATHING To 51E INSTALL I-DOOR, SHIT-ti DOOR TO LEVEL. SEALANT BEAD BETWEEN
3 BROWN COAT ;:-'�ND 50UARE DOOR IN OPENING. "c�3REMOvr= PREVIOUSLY .4;=PLIED
FLUSH WITH THE EDGE Or THE MORTAR PER MF5?_ SPEC FLUSH WITH THE EDGE OF THE I/a" FINISH COAT PLUM15 UO L,4Y r-L,45HING AND MOUNTING
FOUNDATION, 1/4"" GAP BETWEEN FOUNDATION, 1/4"" GAP BETWEEN TAPE, ALLOWING WR5 To FLANGE�
ATPING FLAT OVER HEAD FL,45PING.
FOUNDATION AND 5HEATHING FOUNDATION AND SHE r.l� .�L
5YNTHEVC STONE VENEER L4 APFL-r- Nr=lu 6HEATHINC.. APE
OVER DIAGONA
- - - - W.R Fl=�7—T— O�L CUT - i:
% JAGRAJ"",
J,4t-15 FL,45kNG
QO
SILL PLATE SILL PLATE APPLY CONT. SEAL TO THE MOUNTING
FOUNDATION WEEP SCREED WEEP 5CREED P-14INCaE5 AT THEE TOP (HEA�)) 4NLD
W1 SPRING FLANGE W/ 5FzR[NG FL,4NGE
5IDE5 (JAM55) OF WINDOW. EXTENI:�, <C)
08 "
/.X
5EAL THE WINDOW TO 5E,41 ANT AT JAM55 5Y2" 45OVE
I OPENING. APPLY A B/all NOT-l� 1"HrE R.O. AT Ht=A�-.). F_M5r=F_) J41"15
C"i
--------- DIA� TO THE BACKSIDE F; 45HING INTO SEALANT AND
7.
_45T Fi_4Cr=_ (FI ASPING
(INTERIOR) OF THE WINDOW EN IN
7
FIN. GfZADE li.. j FIN. r:sl;Z4::)E 'EALANT).
—----__- GOES OVER b
FLANGE, IN LINE WITH ANY
< FRE-PUNCHEF-) HOLES OR SLOTS.
I 1--E-E-1
L=
L
6ECIURE WR5
Q1
__ 11.1 , FOUNDATION PER T HIE A,D
FOUNDATION PER
4 14
ENr-;zINEER
-STRUCTURAL ENGINEER APPL"T' 11,AMB FLASHING TO BOTH SIDES =;v Y' FLASHING EXTENDING 10" UNFLOLD TOP FLAP ANF-) COVER DIAcZONIA,
7
-71 lt, Tl -tilf, OF !:)00r-�'FROM DOOR FRAME TO W_f�_>5_ ROUGH OPENING, CUT IN W.,R,5. WITH e4-4E.AITHING TAPE. 4r\
=1 TENT'F -1/2" A50VE IRO H
7-
77- EX 'lNr:s 5 UG
7 71 1 1 1 1 FLASHING AT HEAD
OPEN IN EXTENDS V BEYOND
4 N L-,, ;;;�OLLEF_) 5t-lCCTHED 4 FLAT WITH A J-ROLLER JAMe FLASPING,
NOTE, ALL FfLA5HINrzU)ILL E3E 5ELF4DHE;lRINr, 6
T
>
STONE VENEEF� FLA5�41NGr 5CALE: N.T.5. 5CALE- N,T.5, Lj
OHEAD FL,45HING
EMBED BOTTOM OF THE
HEAD FLASHING AGAINST M
1-HE PREVIOUSLY APPLIED __j
SEE SEALANT (FI A5HIN6; GOE5 LL_
GABLE TRU55 OvER SEALANT). EXTEND
HEAD FLASHING 5rLYONL7>
WE ,T";=R RE515TANT 5AfRfRIrzR C4) 5"X-, EACH JAMB FL,45HING. 0
THE Exr-, FL,45HING� r-46TEN IN PLACE.
EXTERIOR SHEATHING V)
FIBERGLASS 12
(W_R.E�.) WEATHER RESISTANT __J
5HINGLE5
PER 5PEC_- ,- 5ARRIER,
Y
GTUCCO LATHE
KICK-OUT
3 COAT STUCCO 5y5TEM
PER PLAN J,41 A 7v
5RNG, HT
X, EXTEND JAMB FLASHING U
70 OVERLAP SILL
15x5 FLASHING W1 KICK
------- LASHING-4. EXTEND
-OUT TO SHED WATER
V)
IAM5 FLASHING 8h"
AWAY FROM HOUSE 1�
AE50VE ROUGH
C'WIT AND FOLE;) E�x5
OPENING AT HEAD�
-sE W-R.e. OVERLAPS THE 5x5 Z l<
METAL DRIP EDC _-< 5 TO SkED TU` TOP OF 5EAL ANT
K! -OUT
�E; ILLA JAM5 FLASHING
FLA 6 H 1 Nr_% Lil- Ai I 14Y FROM Pouar,
------- INZ) - FLAP
2xro FASCIA W1 U ER THE
ALUMINUM WRAP (_)F WRa 44T THE
5HEATHING
SE E DIAGR4,
F=ASC L4% SEE FLASPING
�40LD F�4CK C�j
L Ev.
AC 'IrEVE 5aU,45,:,=,
AND DRIP EDGE 2" 7_77_�,
jr
FROM FACE OF WALL. METAL DRIP EEI�)GE
-1 Li
08
R,E 5 65 4' 1= CL T
ENE IRS. Lj r._� 'D Ll J
N
2X& FASGi4 W/
F
-TUR
ALUMINUM WR4F ty
OUTSIDE FACE HA
A
OF EXTERIOR 'N� 1.36
+
x
I I ),._IWEAT�4ER RE51&TANT
WALL w CUT
F_F,,1,4ea, HT� PER FLAN
5ARRIER (WR5)
AT A 45 DEGREE ANGLE, CAREFULLY CUT THE
2
eARRfIFR Ot,�4 DIAGONAL. GENTLY RAISE TPF
x�-, FL,45H�NG TOP EDG� OF THE BARRIER UP AND TAPE THE
Tl
Z T0Fr,' 0'FN;�R"- AND CENTER TO THE EXTERIOR
WR5 5UI;;�=44CE A"BOVE.
- ,A I I
EXTERIOR FINISH 2x& ;=xS,6Ci,4 Uj/ -------
PER PLAN OUT61[;)E FACE OF
EXTERIOR WAL 2 F"If INTEfR10FR VIEW
-----_------------
TOP LEFT CORNER OF WINDOW
L
r7 q,"lf R r-1,11
----------...................
01;�
6CALE: N.T.6.
LE ' I N L�) UJ F L 4 5�4 1 N E T�4 0 4 6CALE: N.T.6.
WALL ANED fROOF INTEfRSECTION FL_45�� ING 5c.,4 A E,)L E �4 F F�E N
f R11-DI:�rE FL,45HIN(�;
ASf 14N 2 IN NC.Z
LI
(f) METAL DRIP EDGE
'TA 'ND Oi F-51' LFK:�
2(o GA. GALVANIZED THE UNr_l'EF.R'L,4Y`MENr 6WALL eE IINI'St � LLFZ� I 11)ATER, E5455
FASHION. THE
5HEDINC AST LAYER AFFLIE'rD, �,,44T IN
(NOT TO SCALE)
(2) 05x!" SCREWS
THE RIDGE SHALL BE f-OLDED OVER THE
! I E, I, _CL.�, !'I lUUL4__ WIND SCREEN
!1\16T,43
ME4
MECHANICALLY FASTENED, AT 36" OoC. TO
'E-) �14CIH SIDE OF
V
TA j 5E ET IN PER SPEC.
(D psir- Er_>caE FL THE OPF'05ING 6IZ'->E THE ROOF--. RrEF"E,
F_1 ,4 5 H N Cir GE-'SN"' 4 T 'r,") EACH CORINIER
PROCEDURE FOR OP�=I'15ING 51DE OF ROOF� WHEN low" i
DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF LJ 4,L L AN�:) C I(o T OTA,[_
COMPLETED THERE WIL L eE TWO 1_4�rF_R.S, L4,� SHALL METAL SF,4R<
SHINGLED ROOF$, AND OVERLAPPED A MINIMUM OF 2"_ EAVE ORIZON7,41
UNDERLAYMENT OvER'[.APPING THE Lulrw ,A-RE5T0RR
DRIP EDGE5 5"ALL EXTEND 1/4" BELOW SHEATHING AND EXTEND Co Cor. 11- X '.lx4 r---INE LU/
BACK ON THE ROOF A MINIMUM OF 2". r�)RIP EDGE SHALL BE FA,6TENER,6� Al �'Llj_ ve�E_ A OF411 EXTERIOR FIN15H 4LJ
M� WRAP
Mr;;CH4NICALl '�r FASTENED 4 MAXIMUM OF 12" O.G. F�)RIP EDGE AT ;_-LAILLY 5E.4 ED �_z PFR PLAN
A.
KA
T Tl F �-,AIRTiON Or-
EAVES SHALL BE PERMITTED TO Bt lN5TALLED EITHER OVER OR FL 46H!N(_,- E44ie`1 HE L40[L0FfR E>11ro" HARDI PANEL— 2x4 '02 5PF 3 <
UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE SHING ROOF TO �EN5U;;PE I
(4� HE FLA ITIEe
PL',r CORNERS
M=T�4 W1 8d. NAILS ro"Iro"
UNDERLAYMENT, THERE SHALL 5E A MINIMUM 21' UJIFDT�H OF ROOF OF ALI L' A=I '5 'ENTIRE THE
THE UNDERLAYMENT 5��ALL 5E IN15T4LLEE:� IN WATER, A
nl_ _� � "),I R O.C. OVER HOUSE
4A
CEMENT INSTALLED OVER THE DRIP EDr-iE FLANGE_ WORIZONIT ;=L/"INICSIF. ".7� JI.-L e,=� Sr=j, NG
SrHING
5HE�'.)ING FASHION. AT "'HE HIP LINE FOLZ) T�4 A _ WRAP (W,RBo)
THE UNDERLAYMENT 5HALL CONFORT%'ll WITH A6TM D 226, TYPE I UINDIERLA'I'MENT OVER 'THE H�P AN:>
El-lEMT
OR T-TFE 11, OR A5TM F�) 45(oc�, T-T-F'rz 1 CK T-T-PE 11. THE AT 36" OL-- 1`0 THE
0" =L,,' L f3E -3 COAT STUCCO
CvERLAP
�_IE ROOF" -'T'&TEM OVER
RE 'E-4T PROCIED111JRE Nj �5
T IN If:-� CIEMENT�
UNDERLAYMENT 5HALL BE IN57,41 LED IN WATER 5HEDDING F,45HICN, ")IDE OF T
STARTING WITH THE F-AvE LEDGE AND ROLILED HORIZONTAL. 5PF
Q�) 0�=POSINC.l SIDE OF "I'HE ROOF. WHEN, TH5R;,.= 1/1611 A RATED *�l
SHEATHING W/ 56�
UNDERLAY71-1ENTSPALL OVERLAP A MINIMUM OF ICY AND BE WILL BE TWO LAYERS OF UNDERLAYT-IFENT e,45E �:L--45 0-1?'�-- 6",,j LL FITH-FR
MECHANICALLY F,45TENED AT 3&" O.C. MAXIMUM. 0v`ERLAPPING THE +41R. ""------04`1- FR0VfL-.)!=_rD N. `_',ECTION NAILS &171211 O'C' 2x4 02 5PF
OVER HOUSE
N-R,4L C
=#-�ICEE ;Rr0t(_`)L ROOFINCa
f=�ERL 100 P (W.RB�)
R5 . I
M AND
W I T H A tvl I N I M,U!"'I
-------......... 4N
,/4LLE�r' LININGS 5HALL BE INSTALLED IN ACCORDANCE
FLUE
WITH M4,NUFACTURER'S 1NISTALL4TION IN�'-,TRUC"NONS 5 i RS -- 777- 77
T C K�l
E�E=Fo,RE 4PPLYING 6HllNGLE_-'5. vALLEY LVNG6 OF THE �4 CIRICKET OR 5AI:)DLE 5H,4,LL 5E lN57-j"�LLEI-D ON
L RIDGE S, [DE Of: ANY CHI'lNE'�` 2x4 *2 551F
FOLLOWIN(3 T"'T'PE6 &HALL 5E FERMITTEZ:>1 L I =, C, �, _� ` 1-1 DRAWN BY
'-<=T CR 5ADr_)LE CC',IVR�IL�' -�5 5�4 �_L
3 PLY CORNERS
I- FOR OPEN vALLE'r' (vALLETLINING EXPOSED) LINED F-,';F- 5HEET METAI_ OR CF THE 5,4"IE T147ER�AL A5
CHIMNEY HEIGHT REQUIREMENT5 .0 DC
WITH METAL 71"HE VALLEY LINING SHALL BE AT LEAST '17HE ROOF COVERING.
F A�IN E L -1 I:_> vALI-EY F-1-45HING
24" WILDE AND AN'T' OF THE CORK15ION-RIE515TANT PANEL& 51HAL.I.- 5E IN5741-LEZ) W117rH THE LONG
7HE RIDGE AND VALLEY FL,46HING ,,";r CRIC<ET5 OR A CHIMNEYS SHALL EXTEND AT LEAST DATE
METAL5 IN THE TABLE ReC3,21 DIMENSION 11-0RALLEL TO JOINTS
5HAI L BE 7WE 5AME 45 'HE_ AND 2 FEET PIGHIFERTPAN ,ANY PORTION 5,x�, FLA5HING UNDER
5HALL OCCUF, CVER F-fRAt"lINC,- MFEME3,ER5 AND 5HALL 03/05/09
2. FOR OPEN VALLEYS, VALLEY LINING OF THE TWO PLIES "W/ALLEY r-LASHING ON THE M1111IN, 2'� r� G,4 L V 4 N 11ZE I OF A BUILDING WITHING 10 FEET, BUT HOUSE WRAP (W.R.5.)
BE SEALED W17P C,4UL<!NG CRI :�"OvERED Wll"H eiHALL NOT BE LE5� THA' N 3 FEET CHIMNEY 4 CRICKET.
OF MINERAL 5Uf;;a=ACE ROLL RoOFING, COMPLYING WITH (NOT TO 5C4 5ATTEN5. HORIZONTAL JOINT 6 5E= FLA61HED 45OVE THE HIGHE5'T POINT WHERE REVISIONS�
4511-1 D 3909 OR 1-) 6360 CLA55 M, 6WA�_L BE PFRM!TTEF_), THE
WIT44 11021--FLASkiNG11 AN::> !3LOl'_< r-) WOOD
ANGLE P�l 4l'H'NCa THE CHIMNEY P,455r::,a-j THROUGH M5TAIO W/14 106. NAIL5
FRAMIN6i,
I-AYER SHALL 5E 10" AN�,_) THE TOP LA"r'ER A MINIMUM L�34. GAL VAN I ZE D THE ROOR e EACH c-05NER To
OF 3��OII WIDE.
To SCALE) BLOCKING
140RIZONIT _L,4 N.1 -LASHING
AL NC
3� FOR CLOSED vALLEYS (VALLEY COvERED WITH �L.44F &IDING 6HA"ll- 5F_ I�AFF:E4DD A T-11NIT"I'LIM OF 1-1/4" UNDER HOUSE
SHINGLES), VALLEY LINING OF ONE PLY 61-10011-H ROLL 4ND SHALL HAvE THE ENDS 5E,4LE[�� WIT H CAUL<ING, WRAP (W-R-5.) (2) 2x SYP 5LOCKING
L ROOFINr3 COMPLYIN16s WITH A5711*41 C) (oa.50 CLA66 5 TYPE 11 OR OVFf;ZED WITH AN H-6ECTION JC)INT (-�OVER, W1 4 .13]x.13" NAII 5
J TTPE III ANFD AT LE,45T 3ro" WIPE OR VALLE7T' LINING 011R, LCCATE[�) OVELF, 4 5T RIF OF PL,4�5HING�
AS L-.�5CR15EZ) IN ITIEMS I ANr� 2 45OVE SHALL BE LAIF el',>NG COUR5E5 MAY BE iN5T,4,LLED WITH 7`r-jE OFFICE COP* SH E' ET
PERMITTED. 5PECIALTY UNDERLAYMENT COMPLYING STFNIER HF_4AM5 EXF=>n_SFnl, OR.
WITH ASTM 0 ISIO MAY 5E USED IN LIEU OF THE TO 4FPR0\/Er,_)
®r Lw
BI
5GALE: N.,T.5, LINING MATERIAL. IN5T,4LI-ATION IN&TRUCT1,C-11-46. C�41�INE F F�41 ING 4NID FLAS�41NG 5SAL E: N.T.5,
2014
COPYRIGHT
HIGGINS DRAFTING &
DESIGN LLC
CYNTHIA S HIGGINS Then drawinp are not to
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ST-6: STRUCTURAL DETAILS HIGGINS DRAFTING & DESIGN LLC
CYNTHIA S HIGGINS DRAWN BY
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904-305-3523 OFFICE COPY 7/10/16
8/25/ 16 SCALE
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HIGGINS DRAFTING &
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FIRST FLOOR PLAN- SHEET NO
2 OF 6
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DESIGN LLC
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904-305-3523
2C�-8 15'-4"
6/25/ 15
DRAWN BY
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DATE
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7/10/16
SCALE
1/4 1 9-019
JOB NO
16-1120
C532
PLAN NO
2537
OFFICE COPY
SHEET NO
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COPYRIGHT
HIGGINS DRAFTING &
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Thaw drawIngs are not to
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SECTION R806 ROO VENTILATION.
R806.1 VENTILATION REQUIRED
ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED FINISH FLOOR F71 WWWW WWWWWWWWI4WWhL- FINISH FLOOR >
WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE 11
OF ROOF RAFTERS SHALL HAVE CROSS VEN11LA11ON FOR EACH LAP SIDING RAIi:-j 2:
SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED ------------------------------------------------------------------------------------------------I 6"x6" WOOD POST
AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS (TYP) (TYP), < Ln 0
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SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6MM) MINIMUM AND 12"X12" W/ 10"
1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A .j cn
BAND 0 TOP
LEAST DIMENSION LARGER THAN 1/4 INCH SHALL BE PROVIDED WHT LINE OF SECOND &BTTM (TYP)
CORROSION-RESI STAN T WIRE CLOTH SCREENING, HARDWARE CLOTH,
OR SIMILAR MATERIAL NTH OPENINGS HAVING A LEAST DIMENSION FLOOR (TYP)
OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. OPENINGS IN ROOF
FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF
SECTION R802.1.8 REQUIRED VENTILATION OPENINGS SHALL OPEN
FRONT ELEVATION
DIRECTLY TO THE OUTSIDE AIR.
MEN
EXCEPTION: ATTIC VENTILATION SHALL NOT BE REQUIRED V
DETERMINED NOT NECESSARY BY THE CODE OFFICIAL DUE TO
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7/12 (TYP
R806.2 MINIMUM VENT AREA
THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA UNLESS
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EXCEPTION:, THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OTHERWISE I I I 11111 HIJII H [TIIJI 11 IT 11 11 11 IT 1111 [T 11 H H
OF 'ME VENTED SPACE PROVIDED ON OR MORE OF THE FOLLOWING
IT 11 H IT 11 H [T 11 11 11 11 111 1 1111 111111 111
CONDITIONS ARE MET: NOTED) 0
1. IN CLIMATE ZONES 6,7 AND 8, A CLASS 1 OR 2 VAPOR RETARDER IS I 1 11 1IT 11 1 1 1 1 IT 11 11 11 1 11 11 11 11 11
INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING H H 11 IT 11 11 IT I I I T I 1 11 IT 11
2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE
REQUIRED VENTILATING AREA IS PROVIDED BY 'ME VENTILATORS 11 u L 11 u L IT 1 -11 - 11 1 IT 11 1111 1111 111 11 111 1 11 111 11 111
AT11C OR RAFTER SPACE.
LOCATED IN THE UPPER PORTION OF THE
UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW 1 11 1 [T 11 11111 1 IT 11 11 11 IT I Ljj
THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY,
NTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE
H H I I IT I 111 1 1111 11 11 H 11 1 Ill 11 U)
OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING 11 11 IT 11 11 JI
MEMBERS CONFLICTS NTH THE INSTALLATION OF UPPER VENTILATORS, I I 1 11 IT 11 111111 1 IT 11 Ill _1 [ill 1 11
INSTALLATION MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF
9'-l" PL HT 11 H [_ 11 11 IT 11 11 IT 1 9'-1" PL H
THE SPACE SHALL BE PERMITTED 11IT11 IIITII ill —
1 -1 IT ii - 1 11 1 T I ITI ITI I I M TT-1 I I I IT I I J I TT__1_1 J I
R806.3 VENT AND INSULATION CLEARANCE
WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT
BLOCK THE FREE FLOW OF AIR. A MINIMUM OF A 1 INCH SPACE SHALL BE
PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT
THE LOCATION OF THE VENT.
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R806.4 INSTALLATION AND WEATHER PROTECTION
I's
VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER ROOF LINE 12
INSTALLATION INSTRUCTIONS. INSTALLATION OF VENTILATORS IN ROOF SYSTEMS 5 11 IT IIITII IIITII I H [I M
SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION R903. (TYP)
12
INSTALLATION OF VENTILATORS IN THE WALL SYSTEMS SHALL BE IN ACCORDANCE I I I T I ill 11 1 1 ',Il-
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WITH THE REQUIREMENTS OF SECTION R703.1 LIJ
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SCALE
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REAR ELEVATION A- 350 CROSSING BLVD #509 JOB NO
ROOF PLAN A ORANGE PARK FL 32073 16-1120
904-305-3523 C532
6/25/ 15 PLAN NO
2537
SHEET NO
/r or 1,.- 4 OF 6
2014
COPYRIGHT
HIGGINS DRAFTING &
DESIGN LLC
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be roproduood or oopled In
any from or manner whatsoever
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CYNTHIA S HIGGINS
350 CROSSING BLVD #509 DRAMM BY
RAIL LAP SIDING
CSH
(TYP) (T�?) ORANGE PARK FL 32073
DATE
904-305-3523
6/25/ 15 7/10/16
9 = 1 1-099
RICHT ELEVATION A 1/4' SCALE
dor & JOB NO
16-1120
C532
PLAN NO
2537
OFFICE COPY SHEET NO
5 OF 6
0 2014
COPYRIGHT
HIGGINS DRAFTING &
DESIGN LLC
These drayfirW ore not to
be reproduood or oopled In
any from or manner whatsoever
ELECTRICAL LEGEND wilhout the written permission of
ftolne Drafting & Deskn U=C
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PREWIRE CEILING EXHAUST FLOOR PLUG _j
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NOTE: TELEPHONE $3 3—WAY SWITCH GFCI GROUND FAULT CIRCUIT
E3902.12 ARC-FAULT CIRCUIT-INTERUPTER PROTECTION. PREWIRE CARBON MONOXIDE/ INTERRUPT 110V OUTLET
ALL BRANCH CIRCUITS THAT SUPPLY 120-VOLT, SINGLE-PHASE, OWNERS CABLE T.V. CD— SMOKE DETECTOR
15- AND 20-AMPERE OUTLETS INSTALLED IN FAMILY ROOM, DINING SD
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUITE
BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS
AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A 3"-70*
COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED
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RECEPTACLE OUTLETS SHALL BE LOCATED NOT MORE THAN 20' N
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OUTLETS SHALL NOT VE INSTALLED IN A FACE-UP POSITION ON 'ME WORK SD NOTE: ALL ELECTRICAL WIRING TO BE IN
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CYNTHIA S HIGGINS DRAWN BY
350 CROSSING BLVD #509 CSH
7c
ORANGE PARK FL 32073 DATE
FIRST FLOOR 904-305-3523 SECOND FLOOR 7/10/16
6/25/ 15 99 SCALE
ELECTRIC PLAN ELECTRIC PLAN- 1/4 1 1-099
JOB NO
16-1120
C532
PLAN NO
2537
OFFICE COPY
SHEET NO
6 OF 6
DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRI ICTURAL PANEL SHEATHING REQUIREMENTS. TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX
NOTES 3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS
Building Code 1h STUCCO AND DIRECTLY DTT2Z (8)Y4"x I Y2"SIDS SCREWS IN STUD ST-2......................FOUNDATION PLAN
I N'V32"32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR(X,6"24/16 CS18/CS18 (9)10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN
Florida Building and Residential Codes,5 Edition(2014) 0 z ADHERED STONE (NOTES 2,3) Y2"0 x 4 Y2"EMBED EPDXY OR SCREW ANCHOR
Of m I STALLED HORIZONTALLY) Wt 8d COMMON: 6"O.C.AT PANEL EDGES, 12"O.0'. IN THE ST-3A....................1ST LEVEL ROOF FRAMING PLAN
Code for Design Loads Lu �_ (NOTE 6) 1 ELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
I-- < HTT4 (18)0.162"x 2 Y2"IN STUD/BEAMITRUSS, ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE)
ANSI/ASCE 7-10 X W
LU m: (NOTES 2,3) V 0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MTS12/MTS12 (7)10d x 1 Y2"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE)
__j fn ST-5.......................TYPICAL WALL SECTION SHEET
ROOF LOADING'...............................................Cd=1.25 < ALL OTHER VENEER I N�/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL
TOP CHORD LIVE LOAD..................................20 PSF 2 (NOTE 8) 1 18d COMMON: 6"O.C. EDGES AND FIELD(UNBLOCKED HORIZONTAL PANEL EDGES); HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, ST-6......................SECTIONS AND DETAILS
>_ (NOTES 2,3) V 0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MS24/MSTA24 (9)10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE)
TOP CHORD DEAD LOAD................................7 PSF O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES)
BOTTOM CHORD LIVE LOAD LEGEND
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) I N 15/32"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION Q12 (20)SDS Y4"x 3" SCREWS IN STUD GROUP
TILE ROOF HDQ8-SD,33
ATTICS WITHOUT STORAGE....................... 10 PSF C) Z C'� I :_RPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND 7/8"DIA.x12"EMBED ANCHOR IN CONCRETE MS36/MSTA36 (13)10d COMMON EACH END OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL E
(NON-CONCURRENT) 'r- (NOTE 7) 1 ALTERNATIVE FOR THE APPLICATION SHOWN
CO ( O.C. IN THE FIELD 0
UJ UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL
BOTTOM CHORD DEAD LOAD........................5 PSF U_ < I.- I N�416"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION STHD14 (38)16d SINKERS INTO STUDS HTS20/HTS20 (11)1 Od x 1 Y2"IN TRUSS/RAFTER EOR ENGINEER OF RECORD V11
0 uj 0 SHINGLE AND METAL ROOF (WET EMBED) 0 CN
0 m z I :RPENDICULAR TO SUPPORTS Wt 8d RING SHANK NAILS: 6"O.C.AT PANEL EDGES, 12" (11)1 Od x 1 Y2"IN TOP PLATE AND/OR STUD EW EACH WAY CN
0� w (NOTE 9) C4
WIND LOADING................................................. 1.60 C. IN THE FIELD. OSB ORIENTED STRAND BOARD
Cd LTT20B (10)10d x 1 Y2"IN STUDS (5)8d x 1 Y2"IN TRUSS
ASCE 7-10,3S GUST........................................ 130 MPH FLOOR DECK SHEATHING: HA4/H2.5T WSP WOOD STRUCTURAL PANEL C14
BASIC WIND SPEED ' �2"T&G OSB OR PLYWOOD Wt 1 Od COMMON: 6"O.0 AT PANEL EDGES, 12"O.C.IN THE (NOTE 2) Y2 x 6"EMBED EPDXY OR SCREW ANCHOR (5)8d x 1 Y2"IN TOP PLATE SYP SOUTHERN YELLOW PINE 00 LL
EXPOSURE CATEGORY.................................. B (NOTE 5) 1 ELD. SPF SPRUCE-PINE-FUR
BUILDING CATEGORY..................................... 11 1 N%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS Wt 8d (5)10d x 1 Y2"IN TRUSS
PORCH CEILING BOARD SHEATHING: ABU44 (12)16d COMMON& x 7"DRILL&EPDXY HA8/118 CONT CONTINUOUS 0)
ENCLOSURE CLASSIFICATION...................... ENCLOSED )MMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. (5)1 Od x 1 Y2"IN PLATE O.C. ON CENTER
INTERNAL PRESSURE COEFF........................ 0.18 of I N'/1,3"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. 04
C&C DESIGN PRESSURES.............................. (SEE TABLE 1) WDESIGNATED SHEAR WALLS: C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), ABU66 (12)16d COMMON& x 7"DRILL&EPDXY (9)10d x 1 Y2"IN STUD (3 112"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) c*4 0
(NOTE 8) (12"EMBED AT GARAGE DOOR RETURNS) TSP (6)10d x 1 Y2"IN PLATE LVL 2.OE MICROLLA r 04
"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). M LVL ENGINEERED LUMBER, 1 3/4"WIDE cv)
FLOOR LOADING..............................................Cd=1-00 NOTES: HU48, HUC48, (14)16d COMMON IN HEADER PSL 2.OE PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. _j
TOP CHORD LIVE LOAD..................................40 PSF 1. FOR SHEATHING THICKNESS GREATER IAN 1/32"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LiEU OF 8d RING HU28-2, HUC28-2 (6)10d COMMON IN BEAM SPH4/SPH6 (12)10d x 1 Y2"IN STUD QTA QLIICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS LL m
TOP CHORD DEAD LOAD................................10 PSF SHANKNAILS. (0.148"x3"LONG). QTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS Ld __3
BOTTOM CHORD LIVE LOAD..........................0 PSF 2. COMMON NAILS IN WALL SHEATHING Mi 'BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU410, HUC410, (18)16d COMMON IN HEADER QTG QUICKTIE GREEN,SEE TABLE 6:UPLIFT ANCHORS _j -6
BOTTOM CHORD DEAD LOAD........................5PSF 3. ZIP WALL SHEATHING IS AN ACCEPTABI. ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HU210-2, (10)10d COMMON IN BEAM DSP (6)10d COMMON IN TOP PLATE QTO QUICKTIE ORANGE,SEE TABLE 6:UPLIFT ANCHORS _j >
HUC210-2 (8)10d COMMON IN STLID/HEADER 5
4. ALL WOOD STRUCTURAL PANEL SHALL ONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPL MENTS OF INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS z cu
SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1-00 CURRENT APPROVED APA.MANF.SPECI ICATIONS. (4)3 D S Y4"xl Y2" SCREWS IN TRUSS/RAFTER QGT (18)10d x 1Y2"IN TRUSS W/QUICK TIE UPLIFT ANCHOR OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 0
TOP CHORD LIVE LOAD..................................60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQ1 RED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE A41)TO HELP HGAII OKT (4)SIDS/1/4"x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM 0
TOP CHORD DEAD LOAD................................ 10 PSF REDUCE SQUEAKING,8d RING SHANK N ILS OR 8d SCREW NAILS ARE RECOMMENDED. BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW 0
BOTTOM CHORD LIVE LOAD...........................0 PSF 6. 15/32"32/16 SPAN RATED OSB OR PLYWO D WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL (26)16d SINKER IN WALL FRAMING QGT2 (30)16d x 1 Y2"IN TRUSS W/QUICK TIE UPLIFT ANCHOR SPECIFICATIONS) <
BOTTOM CHORD DEAD LOAD........................5 PSF BULLETIN Q370 WHEN STUCCO LATH IS TTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, LGT3 3:
MAXIMUM FLOOR TRUSS SPACING...............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER (12)SIDS Y4"y 2 Y2"IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD BEAM 04 U')
WALL SPECIFICATIONS. INCLUDES FUL AND PARTIAL HEIGHT VENEER APPLICATIONS . NOTES: 0 T_
It N
DEFLECTION CRITERIA 7. 15/32"PLYWOOD IS A WARRANTY LIMITA1 )N COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALLOUT w (0
ROOF TRUSSES.............................................. LL/240 WARRANTY AND INSTALLAT;ON REQUIR MENTS ALLOW, 15/32"APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. A
TL/180 8. WOOD STRUCTURAL PANEL MAY BE IN.c ALLIED VERTICALLY OR HORIZONTALLY W1 UNBLOCKED HORIZONTAL PANEL EDGES. 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): 24 :D
TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SH NRWALLS LESS THAN 5'IN LENGTH. e QTB=DTT2Z, LTT20B STUD COLUMN KEYNOTE CALLOUT U)
40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHII 3 REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF, SHOULD * QTG=HTT4 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS F-
ROOF MANUFACTURER'S INSTALLATIOP DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL 9 QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) X
OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 MINIMUM,CONTRACTOR SHALL PROVIE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. 4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED TO MATCH WALL FRAMING SIZE AND GRADE, UNO. :3
TL/240 ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTAL 2 STUDS U) 0
LATION INSTRUCTIONS. W
TABLE 3: MAXIMUM E (TERIOR WALL STUD SPACING (IN O.0 5. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. ADDrriONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 0
TL MAX%" �p-I �e
6. POSITIVE PLACEMENT GUN NAILS,2 Y DTT2Z BOTTOM OF STUD COLUMN CONNECTION
WOO JOISTS............................................... LL/480 NOTES 1,2,3 2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST w
BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. ST LEVEL STUD COLUMN: HOLDIDOWN REQUIRED AT BASE OF COLUMN <
TL/240 STUCCO FINISH-U360 FLEXIBLE FINISH-L/120 TABLE 8: SPECIFIED SHEARWALLS O- R QT-REQUIRED FROM TOP PLATE TO SLAB. a-
TL MAX Y2" BEARING CONDITION WALL HEIGHT WALL HEIGHT 2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL z
NOTES: &STUD TYPE 8F 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT NOTES 1,2,3,4 COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM 0
1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER 2x4 SPF STUD 16 16 12 16 16 16* 12 - END STUDS TO TOP PLATE CONNECTION 2ND LEVEL TOP PLATE TO SLAB.
FBC 1605.3.1.1. >_ - - - HEADER STRAPPING KEYNOTE CALLOUT
i 2x4 NO.2 SPF 16 16 1 16 16 16 16 12 SW TYPE CONNECTION
z
0 SW1,SW2,SW3,SW4 QTB/QTO NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD v x 0
LL (2)2x4 NO.2 SPF 16 16 16 16 16 16 16 16 16 16 Z 1 0
0 W W < . 0 -
TABLE 1 : COMPONENTAND 0 2x6 SPF STUD 16 16 16 16 16 16 16 16 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 0 z m M m
16 16 1
2. QTB/QTO MAY BE SUBSTITUTED Wt(2)MSTA24/MS24,(2)H8,OR(2) :3 EO 0 Uj L < Z
- Q w b
CLADDING DESIGN PRESSURES 2x6 NO.2 SPF 16 16 16 16 16 16 16 16 16 16 DSP. 1 DTT2Z KINGMACK GROUP BOTTOM CONNECTION j, 0 Ldv � -
Lrj M 0 0 F- 0 Ul C, 0 _j
1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP J (z Z 0 w tj Ul a
2x4 SPF STUD 16 12 - - - 16 12 - - - oil ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION,SHEET ST-5. >- 0. 0 Z _j -j Z 0
- (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) 2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD w w 0 m E < :1 U.
GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. a > a - �- 00 I
WINDOWS AND DOORS 2x4 NO.2 SPF 16 16 16* 16 16 12 12 d W W Ul w W En - 0
Z cr - z (I w W _j
EFFECTIVE ZONE DESIGNATION < 0 (2)ADDITIONAL WALL STUDS REQ.FOR QTO NUMBER OF HOLDIDOWNS/STRAPS AT BASE OF KINGMACK GROUP ". Wz - 0
U_ 16 16 16 16 16 16 16 16 16 0 IL Z pw :jM �
WIND AREA IZ-Interior Zone(ps� EZ-End Zone(ps� 0 - END STUD GROUPS c/5 z m 0 1 ; w w 0 z rj
0 _j w CL �- 4 m (n I w 11 U3 �- -,tj w
0 U_ 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 1wwomam
ft2 - - - [] w W
8.24 -19.79 +18.24 -24.42 HEADER FRAMING KEYNOTE CALLOUT Z W z Z <
(2)2x4 NO.2 SPF 16 C/)
0-20 w SW TYPE NUMBER OF STUDS 1 0 ff w -3
2x6 NO.2 SPF 16 1 16 16 1 16 IL 16 16 16 0 a. 0 Z LL EL 0 0
ft2 IL 16 16 1 16 (2)2x10-1/2 NUM13ER OF KING STUDS EACH SIDE OF OPENING < Z �_ zw x _j 1: 0
21 -50 +17.36 -18.91 +17.36 -22.67 S W# SW1,SW2,SW3 2 Z) C) W LL - 0 E < m
NOTES: m w a 1 11 0 0 W :) w
-.;I- I SW4 3 m it w a z W W Z La 0 < I w
51 -100 ft 2 +16.31 -17.86 +16.31 -20.56 1. STUD SPACINGS ABOVE ARE THE MAXII�l JM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE,UNLESS NOTED OTHERWISE ON NUMBER OF JACK STUDS EACH SIDE OF OPENING L3 < < L3 W Or' �- 13 - 1 Oz
X z
ft2 PLAN. 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP w EE z 0 w F_ cj < 0� E9
SIZE OF HEADER(ALL HEADER TO BE NO.2 SYP w Z X <
101 -200 +15.50 -17.05 +15.50 -18.94 2. IF STUD SPACING IS NOT LISTED,STUD: ZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. REQUIREMENT. I w w z
3. (-)STUD SPACING IN TABLE DESIGNATE WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL ENID ZONES TO BE UNLESt DESIGNATED AS WSP) w w m < a: w I �_ 6 EJ -1 M En
Z z w w IL m z z z w
Z
DOUBLED,FASTEN STUDS PER FRAMIN( NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4'END ZONE LOCATIONS.
VINYL SOFFIT MAX PRESSURE(pso +17.4 -23.2 END STUDS CONNECTION(NOTES 5,6, NUMBER OF PLIES IN HEADER (D L9 a 0 Z >. L M W I Z Z 1 0
I ST LEVEL 2ND LEVEL STRAPPING Z zw0 < mz - m4mz -
w W _j P �: i <
GARAGE DOOR PRESSURE SEE FRAMING PLAN TABLE 4: NAIL SIZE L,� :.GEND TABLE 5: FASTENERS IN SWTYPE Z I W :3 LO W < M �- 0
HOLD DOWN (IF QT-NOT APPLICABLE) ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT w - 0 0 W 0 �_ . I M W L3 -
NOTES 1,2,3,4 11 < 3: < z >- z1 < 0wm6Q �_ < L
PRESSURE TREATED LUMBER Swi QTB OR DTT2Z MS36/CS16/MSTA36 (2)9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING F- I Z �2 z w w �-
Z Ej < EJ 0 1 W 0 Z
TER ENGTH SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36 1 0 -1
8d COMMON 0 131" 2-Y211 SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 Ll F-
I PRESERVATIVE FASTENER TYPE _j
8d RINGSHANK 0.113" 2-%" SW4 HDQ8 (4)MS36/CS16/MSTA36 HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) LL
0.148" 1-Y2 if ACZA STANDARD CARBON STEEL DEPTH OF HEADER z SHEET NO.:
10d x 1-Y2' 0
STAINLESS CONNECTORS AND BOTTOM PLATE ANCHOR SPACING(NQLE 7 ST-1
END ZONE KEY MAP 10d 0.131" 311 SODIUM BORATE(NOTE 1) FASTENERS REQUIRED. I PLIES IN HEADER(1 3/4"WIDE UNO)
1 Od COMMON 0.148" 311 SW TYPE MAX ANCHOR SPACING <
END ZONE:END ZONES SHALL BE TAKEN CONNECTORS MUST HAVE w STRUCTURAL
AS THE 1 ST 4.0'PER I RC FIGURE R301.2(7) 12d COMMON 0.148" 3-Y411 Z-MAX,G120 OR TRIPLE ZINC SW1,SW2 DIA.@ 24"O.C. OR Y2"DIA.@ 24"O.C. PRE-ENGINEERED TRUSSES & I-JOISTS 0
16d SINKER 0.148" 3-Y4 ALL OTHER PT(NOTE 2) 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL CL SPECIFICATIONS
COATED FINISH. SW3 DIA @ 16"O.C. OR Y2"DIA. @ 24"O.C. Ix
16d COMMON 0.162" 3-Y2 UDING ACQ& MCQ) ALL FASTENERS MUST BE HOT SW4 DIA.@ 12"O.C. OR Y2"DIA.@ 1 BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP 0 JOB NO.:
E��-C DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD
DIPPED GALVANIZED. -1 OF THE PLAN SET. TEMPORARY <
NOTES: NOTES: FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST 0 NA5631
1. INSTALL 10d NAILS UNLESS OTHERWISE ;PECIFIED. NOTES: 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION* 0 SUBDIVISION:
2. COMMON WIRE NAILS AND THREADED F RIDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF COMPLETE. w
SHALL CONFORM TO THE NOMINAL SIZE SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4,OR SWB ON THE PLAN. 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING,BEARING LOCA& 5 Saltair
F1667. NOMINAL DIAMETER SIZES APPL' TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. i
BEFORE APPLICATION OF PROTECTIVE 1 DATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 3. SHEARWALLS INDICATED ON PLAN\MTH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIt) LL
3. WHEN A BORED HOLE IS REQUIRED TO IEVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GALVAh IZED EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. <
A WOOD DUE TO FASTENER PENETRATI N,THE BORED HOLE CONNECTORS MAY BE USED IN CONTACT WIT A PRESSURE 4. SWE1-SEE"SWEII-SPECIAL SHEAR WALL DETAIL",LOCATED ON THE DETAIL SHEET. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING 0 LOT NO.:
SHALL NOT EXCEED 75%OF THE NAIL 0 SPIKE DIAMETER. TREATED MATERIAL,HOWEVER THIS APPLICATION MUST 5. 2ND LEVEL SWS-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUS-j9 z 362-03
4. THE NOMINAL DIAMETER AND LENGTH C TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER BETWEEN * HOLD DOWN WITH FULL-HEIGHT QT TO SLAB.END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. SHOP DRAWINGS MAY BE INSREGARDED.
5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET, LL >-
SPECIFIED FOR THIS PROJECT ARE AS L ;TED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL. 9 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD 0 FLOOR PLAN:
DOWN. 6. U.
6. DESIGNATED SWS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED,UNO. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNEDOD 0 2537-A
SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN _j
TABLE 6: QUICK TIE C )NNECTORS 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON. SCREW IN CRITERIA,THIS SHEET. 0
NOTES 1,2,3,4,5 ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY, EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Z DESIGNED:
HEADER FRAMING m
CONCRETE/ MIN. EDGE DISANCE CONCRETE AND FOUNDATION NOTES 0 SDA/JML
SYMBOL DESCRIPTI N MASONRY TENSION CAPACITY 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMO LU
EMBEDMENT MONOLITHIC SLAB Cmu 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). STAGGERED. 8110. REVIEWED:
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). It Ic I x
QTA40UICK 1 E AQUA) 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS:-j w JER
rA) ONE STORY 3. ALL REINFORCING STEEL 83 ANDBIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). CL "N'
'ICY 11'WIRE ROPE 21'STEEL STUD 23/411/0/4" 910 LB. 1 3 2 Y411 4. ALL REINFORCING STEEL SHALL MVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL 9 SHEATHING TQMATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. 0 0-
4.0 Ff 8 8 /411 e ATTACH TO ALL'FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W1 8d 0 < REVISIONS DATE
1 ST FLOOR ENDZONE FAI TWO STORY 21'x 211 x Y8"W/ ;HER @ TOP PLT REENTRANT CORNERS. :11 Is 311
(TYP) e EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SH I& B
DESIGNATION QTIB(QUICK 1 ---BLUE) 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE EDGE NAILED TO CONTINUOUS PLY OF PLATE
F \1w ONESTORY 16 8 1 3 AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. Uj
1"WIRE ROPI -2"STEEL STUD 411/4" 1,527 LB. 1411 2 Y4" * NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING Wt(1)CRIPPLE STUD AT EACH END ck >_
TWO STORY 2Y4"x 2Y4"xY8" 1ASHER @ TOP PLT SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN e * WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPI A
0 REQUESTED BY THE BUILDING OFFICIAL. SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING C/60v§ 0 00
OTG(QUICK I =_GREEN) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 0 0 1
ONE STORY 3. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR w 1�-_ w
WIRE ROPE 1"STEEL STUD 4'1/4" 2,839 LB. 2 Y411 23/411 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): 0 z
2
TWO STORY 3"x 311 X 3/16"" SHER @ TOP PLT FRC 5TH EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT 9 HTS16W/"10)10dxl-�/�"@16"O.C. W6
k U.
OTO(QUICK 7 E ORANGE) LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE 0 MIN 18 GA.COIL STRAP WRAPPED OVER TOP PLT Wt MIN(5)10d x 1-Y2"INTO EACH SIDE OF HEADE 0 0
ONESTORY 51 ASSUMPTIONS. IL !;
2"(OR EQUAL APPROVED BY ku 0 a
16'WIRE ROPI STEEL STUD 611/611 4,455 LB. 311 311 9 FASTEN TRUSS DIRECTLY TO HEADER W/MTS OR HTS W/(14)10d x 1-Y w
TWO STORY 8 8. CONCRETE FLOOR SLABS ON GRAM SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 61,AND 4. FASTEN ALL HEADERS TO KING STUDS WITH(3) 8d TOE NAILS PER SIDE. Uj 0 2
3"x 3"x N16"VN SHER @ TOP PLT I SEALED OVER CLEAN,COMPACIED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. (a w <
ONE STORY QTIR(QUICK 1 :RED) 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS c z
81 3,, CONDITION EXISTS.
I'WIRE ROPE � STEEL STUD 71'/7" 6,545 LB. 3 Y21' 3 Y2" W
TWO STORY 3"x 4 1"x I"W .33HER @ TOP PLT 10. TO CONTROL CRACWNG,CUT V'SAWCUTS IN THE SLAB INA 15'x15'GR1D WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACTEORFOR TABLE 9: PLANK-ORIENTED HEADER REQUIREMENITS Z) APE
11 191 2 2 ALTERNATIVE METHODS. CONTFiDL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 0 x
NOTES- 11. DO NOT SCALE FOOTING DIMENjIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM CONTINUOUS ROUGH OPENING WIDTH STUCCO FINISH-U360 FLEXIBLE FINISH-UI80 F_ STRUCTURAL ENGINEERING
1. QUICK TIE QE-1 QUICK SET ANCHORING PDXY;POWERS AC100 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE. ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, (NOTES 1,2) MAXIMUM 11' MAXIMUM 11'
2. REFER TO FRAMING NOTES THIS SHEET :OR EPDXY INSTALLATION SPECIFICATIONS. CONTACT THE ENGINEER OF RECORD. PLATE HEIGHT PLATE HEIGHT
3. QUICK TIES SHOWN ON FRAMING PLAN, r FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFE TO TYPICAL FRAMING NOTES GREATER THAN 48"UP TO 75" (NOTE 3) (2)2x4 UL
WALL SECTION FOR ADDITIONAL REQUI =D QTA LOCATIONS. (2)2x4 <
__rj_ _j 4. ADDITIONAL STUD REQUIREMENTS PER VALL WIDTH: 1. POWERS AC1 00 TEAL,GOLD,ORjEQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE ANCHORING. QUICK TIE CONNECTOR OR GREATER THAN 75"UP TO 111 (2)2x6- :'
(3)2x4
• EXTERIOR 2x4 WALLS: THREADED ROD MAY BE EMBEDPED TO THE SPECIFIED DEPTH,IN A HOLE X16"GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL z
SEE FLOOR PLAN EE FLOOR PLAN
-QTB/QTG MUST HAVE(2)STUDS Wil IIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS OR SHEATHING SPLICES, THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. GREATER THAN 111 Sg=
0
NO ADDITIONAL STUDS ARE REQIJI '.ED) 2. ALL LUMBER SPECIFIED ON DRAWNGS IS INTENDED FOR DRY USE ONLY,LINO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE 0
-QTO MUST HAVE(2)STUDS INSTALL D EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS). RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. W GREATER THAN 48"UP TO 75" (NOTE 3) (2)2x4 (2)2x4 _j
-QTR MUST HAVE(3)STUDS INSTALL D EACH SIDE OF QTR. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE 0 GREATER THAN 75"UP TO 111 (2)2x6- (3)2x4 0
0 z
• EXTERIOR 2x6 WALLS: 2304.9.1.
a _r 0
-NO ADDITIONAL STUDS REQUIRED I 'QTB/QTG LOCATIONS. 4. BEAMS IDENTIFIED BY NUNBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER, GREATER THAN 111 SEE FLOOR PLAN SEE FLOOR PLAN
T -QTO MUST HAVE(2)STUDS INSTALL D EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS) 5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO FOUNDATION WITH LIKE STUD PLIES. w
4.0 F 1- PLANK HDR TO STUD GROUP W/MIN(6)10d TOE-NAILS, EACH END. F-
�71END ZONE -QTR MUST HAVE(3)STUDS INSTALL D EACH SIDE OF QTR. 6. FASTEN ALL MULTIPILY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C.STAGGERED.
2ND FLOOR (TYP) 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS.
DESIGNATION 5. REFER TO APPROVED PRODUCT APPRa XL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABLE. 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. X
3. FOR OPENING WIDTHS LESS THAN 48",A SINGLE 2x PLATE IS SUFFICIENT. w
8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS.
4. FOR PLATE HEIGHTS ABOVE 11',SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. CL i k �14t -owlan�4i_p"E.
9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL 5. (-)HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. < , I:S,.L:;
STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, U NO. QT E INEERING .7�No.80499
0929-2016
4"CONCRETE SLAB W/ GENERAL FOUNDATION NOTES
FIBERMESH 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE
6x6 W1.4 x W1.4 VWVF OR A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH
41-011 36-011 31-011
EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL
8"MIN AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF cn
31-010 301-011 31-01f
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
28"MAX MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR
2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT
VAPOR BARRIER 12"MIN\ SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL
FOUNDATION WORK MAY BE REQUIRED.
3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN
x ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL
/ PLANS FOR LOCATION OF SLIDING GLASS DOORS. CD
FOOTING TO BEAR ON 6"OPT. EXTENSION IN BRICK 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE.
FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 0 Tl_
SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. 0 CN
5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT N C%4
12"UNDER 1 STORY WALL CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET. Lo
WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 9 9
BAR IN BRICK LEDGE
16"UNDER 2 STORY WALL 09 LL
NTH(3W4 OR(2)#5 CONT
FOUNDATION KEYNOTES: m
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 4 >
MONOLITHIC FOOTING SECTION 04 Ic
IF GROUND ADJACENT TO FTG SLOPES DOWN NOTE 3—\ N 0 0
AND AWAY FROM STRUCTURE STEEPER THAN 8"x8"DEEP THICKENED EDGE N U)
l'-O"VERTICALLY PER 3141 HORIZONTALLY, W/(l)#4 CONT ce)
CONTRACTOR HAS TWO CHOICES: LL W
1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE 12"DEEP FTG Wf#4 @ 12" EW Ld
OF EOR TO PREVENT EROSION OF SOIL. UNDER BOX COLUMN, FTG TO BE _j
2. USE STEMWALL FOOTING PROJECTED MIN 6"AS SHOWN _j >
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WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK w
bo FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 0 JOB NO.:
BAR IN BRICK LEDGE 9 1 1
16"UNDER 2 STORY WALL Lo 1 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS NA5631
WITH(3)#4 OR(2)#5 CONT _j MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY SUBDIVISION:
A L ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
GARAGE EXT WALL CURB SECTION o Saltair
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TYPICAL REINFORCING A VERT REINFORCEMENT TO z
BARS AT THICKENED bo bo A- — HAVE 6"BEND @ BOTTOM 4"OPT BRICK LEDGE U)
FOOTING,SEE PLAN NOTED ON FND PLAN
5 0
MIN 24"LONG#4 OR 115 CAST-IN-PLACE FOOTING SPECS STRUCTURAL ENGINEERING
A I-STORY:8"x"6"W/(2)#4 OR(2)#5 CONT
BAR SET AT MID-DEPTH I-_
9 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT
OF SLAB,TYP ALL UNDER DOOR 0
RE-ENTRANT CORNERS LL
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CMU STEMWALL SECTION co
21-4111 V-41 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
2 16-31' 10'-6" FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
I HOUSE SD�Bj
MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
uj
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY z
20l-011 16-0" ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
RE-ENTRANT CORNER DETAIL C)
LL
w
(RECOMMENDED) LL
41-011 36-0" 31-0"
PLAN VIEW, DETAIL TYPICAL ALL 0 x
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RE-ENTRANT CORNERS 1 A Ja u 11) and, P.E.
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(03
FOUNDATION DLAN <
QT ENGINEERING E.�No.SQ499
09-29-2016
FRAMING KEYNOTES (QT)
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS.
2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS cn
WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO
SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL
SHEET. a)
3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING:
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM
CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. E
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR
DECK TO SW DBL TOP PLATE W/1 Od @ 3"O.C. 0
0
4. PORCH BEAM FRAMING NOTES 0 0
u�
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. T-
CN
NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT co LL
WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 4 -
0
ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. PORCH
BEAM TO STUDS W/MS24, HTS20,OR MSTA24.
>
CINI
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. 04 0
PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24.
C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV.
LL
--------- PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR
(2)2x6-1/2 NOTE 7A (2)2x`12-�L� NOTE 7A —//l PORCH BEAM, BEAM TO POST DOWN STUDS W/MS24,MTS12,OR Ld
W/(3)2x8 NO,2 SYP MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24.
PLANK ORIENTED HDR >
D. BEAM ATTACHED TO EXISTING FRAMING z
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(2)2x4-1/2 ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS W/ 0
SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. U) 0
5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER
<
TYPICAL WALL SECTION SHEET.
C4
6. HIGH UPLIFT WALL:INSTALL QTB @ MAX 48"O.C., REQUIRED
N
AT THIS SECTION ONLY
LLI
2 STUDS u- uj
7. PLANK ORIENTED HEADER FRAMING
0
QTA
A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 U)
EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON
DETAIL SHEET.
B. FASTEN PLANK ORIENTED HEADER TO JACKIKING GROUP WITH
HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING.
C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY.
STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT
(2)2x4-1/2
OF PLANE WIND LOAD. <
8. HORIZONTAL BLOCKING&STRAPPING TO MATCH WINDOW TOP&
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BOTTOM SILUDOOR TOP SILL FULL LENGTH OF SM REQUIRED
0
B
Lo
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SHEET NO.:
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ST
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STRUCTURAL
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(2)2x�6-1/1 FRAMING PLAN
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JOB NO.:
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SUBDIVISION:
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(2)2x6-1/2 LOT NO.:
SW2
z 362-03
NOTE3
----------
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FLOOR PLAN:
0
2537-A
Z DESIGNED:
3:
SDA/JML
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(2)2x4-1 d,, REVIEWED:
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2 STUDS < REVISIONS DATE
(2)2xl��1/2
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w 5 ---- ----
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rc- 5 STUDS 6 STUDS
w
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QTO Q NOTE 8
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BEAMUP -----------(2y2x4O-PT-Br:W-UP-------
2 STUDS U- u' Z)
0 Lu 2STUDS ----------- ------------------------
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0 00
QTA w 5 (3)2x12 m rRUCTURAL ENGINEERING
0 1 EOTA 6x6 NO.2 SYP PT
t PROPERLY RATED
POST,(2)TOTAL
U- Lu
OPEN-WEB HEADER 2 STUQS POST TO SLAB
ow W/DTT2Z u-
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GARAGE DOOR DESIGN IS I
Tuo
APEX
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L �j WIND LOAD(PSF): L
+15.43/-17.32
rG17�SHIIATH BOTH SIDES
SHEATH BOTH SIDES �Gl 7 7 :- b, ., " T
OF GARAGE RETURN KK-6)OFPPAMGE RETURN
w
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FIRST LEVEL STRU(."o*TUrNl-%L FRAMING PLAN 1 /4
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P.E.Nd'80499
QT ENGINEERING 09-29-2016
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
------- 35111 11 ------ 1. PRE-MANUFACTURED SHEAR PANEL
INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING
PLAN
SHEAR PANEL TO SW DBL TOP PLT W/1 Od @ 3"O.C.
FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C.
NOTE: IF PRE-MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY
TRUSS MANUFACTURER,SEE"ELEVATION OF BOX-FRAME OVER SW'
DETAIL,SEE DETAIL SHEET
2. TYPICAL BEARING BLOCK
e BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH
VO cf) LO r__ r__ I,-- r__ r-_ I,,- r__ m DIMENSION OF TRUSS MEMBER.
C) C) C) C) C) C� CD o a C) CD CD C) CD C) *ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM C)
-------------- ---------
CHORD W/(3)ROWS 1 Od @ 4"O.C.STAGGERED. CN
CN
3. LEDGER FRAMING NOTES:
N
LO
FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT
CN
______7 EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX
00
LL
24"O.C.SPACING)
i0i
ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED
101 0)
LOCATIONS ON PLAN
(D
SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER >
L PROTECTION AGAINST CORROSION
c:
J03T 04
J03 IN ACCORDANCE W/FRC 50 7.2.1, EXTERIOR DECK 0
CN
U)
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT
LL
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY.
J 05T
//0 J05
Ld
ROOF FRAMING LEDGER:
2x6....................(4)12d COMMON
------------
2x8....................(6)12d COMMON >
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BRG BLOCK REQ,SEE NOTE 2 T08 2xl 0..................(8)12d COMMON
cu
0
2xl 2..................(10)12d COMMON m
TRUSS TO STUDS BELOW W/HTS20
0
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FLOOR FRAMING LEDGER(W/NAILS):
PT 2x6................(3)16d COMMON <
PT 2x8................(5)16d COMMON
PT 2xl 0..............(7)16d COMMON CNF LO
-----------
T10
PT 2xl 2..............(9)16d COMMON It N
Lu
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------- FLOOR FRAMING LEDGER(W/SCREWS):
T11 I
PT 2x6................(3)X"x 4-Y2"LONG#14 WOOD SCREWS
T=__:7.7-7 7_7_7
PT 2x8................(5)Y4" U)
X 4-Y2"LONG#14 WOOD SCREWS
F_
PT 2xl 0..............(7)Y4"X 4-Y2"LONG#14 WOOD SCREWS
T12
PT 2xl 2..............(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS :D
0
4. OVERFRAMING NOTES
T13 ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX.
ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. <
FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d
COMMONS MIN. z
T14
(2)HTS20 OR(2)MSTA24 EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT 0
HTS20 (2)HTS20
CONNECTOR.
FG03 ALL RIDGE BOARDS TO BE 2X8 NO.2 SYP MIN.
FG05 (n
FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO
210114 LID
HTS20 OR MSTA24 RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN.
1%11 x
F05 Z 2 0
W W Ir . 0
F01 RAFTER SPAN SCHEDULE rj 0 Z O� m ul
w w 0 W LL < Z
C) O.C. 1tjVI`- 0 WO
u_ LUMBER SIZE Lf) u] 0 0 1.- EJ 0 -1
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F05 F02 J Ir
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2x6 2x8 2x1 0 2xl 2 UJ W 0 m < W < 0 W L
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16-311 211-811 251-61' z a. w
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F05 -14 1611 m z W P uj
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FGE02 2411 Lu < IL ED ul W Lu Lj W
181-011 w ul 0 U1 L3
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F06 F03 <
0 C) Uj Lj CL 1 13 X J <
m W j
11411 114" co 0 m Lu 0 Z 00 w
< 40W wwzmo < lw
CEILING JOIST SPAN SCHEDULE - 0 - 1 OZ
F06 --------- -7 F03 w z z 0
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F06 F03 2xl 0
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1211 111-10, 181-811 241-7 261-011 w 0 < In z - M
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10 L.L./5 D.L.#2 SYP 0
F06 UL
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5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z SHEET NO.:
BUILDER IN ACCORDANCE WITH FRC R302.12.
ST-3A
F06 -------- F03 <
ROOF FRAMING
118118 V8118 BEAM SCHEDULE
F06 F03 PLAN
F06 F03 BEAM NO. BEAM SIZE AND TYPE NOTES 0 JOB NO.:
NA5631
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SUBDIVISION:
B01
F06 F03 (3)16"LVL NOTE 1
0 Saltair
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U-
BEAM SCHEDULE NOTES
-------- --------------------- ----------
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F06 ------ F03 1. FASTEN EACH PLY W/(3)ROWS 10d @ 12"O.C.STAGGERED.
2. FASTEN EACH PLY W/(3)ROWS 10d @ 6"O.C.STAGGERED. - LOT NO.:
0
3. FASTEN PLIES W/(2)ROWS Y2"DIA.THRU BOLT W/NUT AND 362-03
----------- WASHER @ 16"O.C.STAGGERED. PROVIDE 2"EDGE DISTANCE. z
----------- - - -------- -------
F06 -- --------------------------- F03
(D FLOOR PLAN:
-------------
-------- 2537-A
-----------
-----------
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F07 1 F04
_2k10 N .2 SYP PT 0
Z DESIGNED:
118118 HTM LEDGER,ATTACH W/
Flo SCR NOTE
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RER- 0 SDA/JML
(2)HTS20 (2)HTS20 FGE01 w
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130_1,� 2x10 NO.2 SYP PT JOIST41; REVIEVED:
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JOISTS TO LEDGER/BEA 4
W/LUS28 EACH END
T15 ---------------- <
REVISIONS DATE
SH SLOPE PER
BUILDER
TI 5
SEE NOTE 4, 1 (2)2KJO PT m
SHEET ST-3 lkl,--BEAIJJLIP--- ---- -----_121 AW-0
x Lxj�N%"% X
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GEB01 GAE D BRNCE TRUSS NO.2 SYP PT
POST,(2)TOTAL
0
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GE05�� - 1- -1 Lr
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TRUSS ENGINEERING NOTES: <
1. FLASHIN
--------------- ------------ - G&VATERPROOFING ARE OUTSIDE
z
OF STRUCTURAL ENGINEERS SCOPE&SHALL�
BE DESIGNED&SUPPLIED BY BUILDER
---- ----- UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL
-------- -------- -------- Z 81J:LDER TO SUBMIT SHOP DRAWINGS OF
< < < PROPOSED HANDRAIL CONSTRUCTION FOR 0
< < < < vo TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING RUCTURAL ENGINEERING
T_ T- T_ T_ APPROVAL B%EOR PRIOR TO CONSTRUCTION
CD (D o C) C) C) C) 0 C) C) V&
&INSPECTIOK,, TO THE TYPICAL WALL SECTION SHEET.
IN LIEU OF 2x4 BLOCKING,FASTEN EVERY ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING . LL
JACK TO DBL PLATE w/(3)10d TOE-NfldLS& SINVI-__C2 GE05 TO BE BRACED W/ PRE-MANUFACTURED GABLE END <
STRAP EVERY OTHER JACK BOTTOM CHORD BRACING TRUSS. C LI U)
TO GEB TRUSS w/MSTA12 0
0
0
20'11" 15 ------------
Lu
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z
ui
LL
x
NOTE
ESTAW
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Flo
PTAM W_ _
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FIRST LEVEL FLOOR AND ROOF FRAMI � G PLAN it off uj
1 /4 a "line'E.
< .134wtand, P.E.
,t 99
0. 04
QT ENGINEERING
T_ 09-29-2016
FRAMING KEYNOTES (QT)
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. cn
2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS
WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO
SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL
SHEET.
3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING:
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM
CHORD TO SW DBL TOP PLATE W/1 Od @ 3"O.C. E
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR c)
DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. 0
4. PORCH BEAM FRAMING NOTES c*4
LO (y)
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. _j
04
NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 00 LL
WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT
ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL.PORCH 0)
BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I —
qt >
04 c: ,
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. m 0
PORCH BEAM TO TOP PLT W/MS24, MTS 12,OR MSTA24. U)
cy)
C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV.
u_ cu
PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR
PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24,MTS12,OR LLI
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MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24. _j >
D. BEAM ATTACHED TO EXISTING FRAMING z
ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS W/ 0 c:
SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. U) 0
�e U)
C)
5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER <
TYPICAL WALL SECTION SHEET.
cNi
6. HIGH UPLIFT WALL:INSTALL QT13 @ MAX 48"O.C., REQUIRED 0 <
AT THIS SECTION ONLY qt CN
LLI (0
I-_
7. PLANK ORIENTED HEADER FRAMING :D
A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 U)
EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON
DETAIL SHEET.
B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH
HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. 0
C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. C)
STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT v
OF PLANE WIND LOAD.
8. HORIZONTAL BLOCKING&STRAPPING TO MATCH WINDOW TOP&
BOTTOM SILUDOOR TOP SILL FULL LENGTH OF SWB REQUIRED z
0
SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION"DETAIL,SHEET ST-5
Z)
F
U-)
X 0
z 2 c]
W W
U: < 0
2)2�6-11/1 CL L] z
0
En 0 w LL < Z
[El LL w w 0
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z U
Qj -
u') w 0 z 0 w 0
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z w -i E -i z z 0
(2)2x4-1/2
w w w LL
E > Q 1- 0 13 1
In 0
W W 0 W W (n
z _j C) LL
W w 0 Ir
0 0. w
0 m w Z L_ 0
U) 0 z w W _j m
M 0 1 W 0 � Ll
z En —
CL W W
E3 U) I W W EQ
B w W W Ll ix
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(2)2x6-1/2 w ul
Z < 104jmm �- �- mz
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01 102 ' 0
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0 w w a- W :)
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z z x
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x w EJ LL
Lu wwz - < z
w m w I a :1 11 ww
z z w IL Z z w Z
w z
z< 0 - 0 0 0 w
(D Eq
0Z >- LLWwl :l � zzl =
Z z00 < mz - m< llz3: - �- l-,
w w -i
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w z 0 0 W [9 �- - I M W EJ -
(2)2x6-1,12 0 �_ F- lzpI._ vDzw w
— ZL3 < - LIMOI w 0 Z <
ow w -i F 1 0 -1
z z
0 b P
-----------__J
LL
SHEET NO.:
ST-4
<
(2)2x4-1/2 STRUCTURAL
FRAMING PLAN
JOB NO.:
NA5631
<
SUBDIVISION:
WSP HDR-
5 Saltair
------------ - U-
-----------------------------
LOT NO.:
z 362-03
(D FLOOR PLAN:
0 2537-A
_j
0
Z DESIGNED:
SDA/JML
c)
w
(2)2x6-1/2 2xlO-1/2
L_ 1 1-- REVIEWED:
jut
(2)2x6-1/2 f ------- x
w ---------------- w JER
L ---------- a.
----------—------------------------------------
------- -------------_---------------
REVISIONS DATE
NOTE 4 sm NOTE 4
SW2 (2)2x`12
2)2xl 2
m
0
w
--- ----- ----- --- 2xt2-- z
0
4x4 NO.2 SYP PT POST, w
(2)TOTAL
NOTES o POST TO POST/STUDS
I. FLASHING&WATERPROOFING ARE OUTSIDE BELOW W/(2)MSTA24 z
OF STRUCTURAL ENGINEERS SCOPE&SHALL U)
BE DESIGNED&SUPPLIED BY BUILDER :. APEX
2. BUILDER TO SUBMIT SHOP DRAWINGS OF 0
PROPOSED HANDRAIL CONSTRUCTION FOR STRUCTURAL ENGINEERING
APPROVAL BY EOR PRIOR TO CONSTRUCTION
&INSPECTION.
LL
V
0 (D
ui
z
U.I
w
T--
SECOND LEVEL STRUCTURAL FRAMING PLAN 1 /4
x
w 4.
Ja U446�,It'Rawl�ndi,P.,
P.E. No.80499
QT ENGINEERING 09-29-2016
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRE-MANUFACTURED SHEAR PANEL
INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING
PLAN
SHEAR PANEL TO SW DBL TOP PLT Wt 1 Od @ 3"O.C.
FLOOR DECK TO SHEAR PANEL W/1 Od @ 3"O.C.
NOTE: IF PRE-MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY
TRUSS MANUFACTURER,SEE"ELEVATION OF BOX-FRAME OVER SW"
DETAIL,SEE DETAIL SHEET
2. TYPICAL BEARING BLOCK
•BEARING BLOCK TO BE NO.2 SYR MIN 48"LONG AND TO MATCH
DIMENSION OF TRUSS MEMBER. C)
•ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM 0 V11
0 CN
CHORD Wt(3)ROWS 10d @ 4"O.C.STAGGERED. C14
3. LEDGER FRAMING NOTES: LO
e FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT lr�
cq
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 LL
24"O.C.SPACING)
* ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED
0')
LOCATIONS ON PLAN
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e SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER c
PROTECTION AGAINST CORROSION CN 0
* IN ACCORDANCE W/FRC 50 7.2.1,EXTERIOR DECK N U)
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH cy)
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT _j
LL
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY.
ROOF FRAMING LEDGER: _j
2x6....................(4)12d COMMON _j >
2x8....................(6)12d COMMON >
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2x1 0..................(8)12d COMMON 0
2x1 2..................(10)12d COMMON U) 0
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FLOOR FRAMING LEDGER(W/NAILS):
PT 2x6................(3)16d COMMON
------------- PT 2x8................(5)16d COMMON
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PT 2x1 0..............(7)16d COMMON
CD PT 2x1 2..............(9)16d COMMON N
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PT 2x8................(5)Y4"X 4 2
PT 2x10..............(7)Y4"X 4-Y2"LONG#14 WOOD SCREWS
------ PT 2x1 2..............(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS
0
4. OVERFRAMING NOTES
21.0"+/.
ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX.
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ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MI
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TRUSS ENGINEERING NOTES: <
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• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0
TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING rRUCTURAL ENGINEERING
TO THE TYPICAL WALL SECTION SHEET.
• ALL EXTERIOR WALLS ARE HELO BACK 1/2" FOR SHEATHING LL.
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P.E. No.80499
QT ENGINEERING
09-29-2016
2x NO'2 SYP BLOCKING TO FIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE
TRUSS OR RAFTER TO TIGHT BETWEEN TRUSSES,(3)10d QT CONTINUOUS FROM 2ND (2)MS24/MSTA24 OR
TOP PLATE Wt COMMON TOE-NAILS @ EACH 1 . PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL TOP PLT 0 S_AB QTA TO HEADER
HA4,TLOK06, OR H8 UNO END, BLOCKING MAY BE OMITTED BELOW
ON ROOF FRAMING PLAN AT RAISED HEEL HEIGHTS<9" HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS dh
A LOCATED DIRECTLY OVER STUD COLUMN.
2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS.
Lu
TRUSS OR RAFTER TO TOP PLATE W/HA4,
TLOK06, OR H8 LINO ON ROOF FRAMING PLAN 3. PLACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT
11) ____
MINIMAL UPLIFT WALLS
F EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSS
SPANS OF 20 FEET OR LESS.QTA @ MAX 48"O.C. PROPERLY WIND LOAD 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN.
FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.0 RATED SOFFIT SHEATHING TO BE CONTINUOUS TO 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED
MATERIAL CONTINUOUS BLOCKING, %"BETWEEN TOP OF TYP CAL CAL
ON PLAN.SEE TABLE 6:QUICK TIE CONNECTORS TYPI TYPICAL
@ PERIMETER.SEE WOOD PANEL AND CENTER OF I I ISPACING UNO 0 C*q
ON SHEET STA FOR TYPICAL INSTALLATION. HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ t SPACING UNO SPACING LINOI I I N N
TABLE 1:COMPONENT FASTENERS r U?
INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 ON AND CLADDING DESIGN 18" O.C. MAX, MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11
PLAN,SEE TABLE 6:QUICK TIE CONNECTORS ON PRESSURES ON SHEET CN _j
1111 00 LL
EMBEDMENT
SHEET STA FOR TYPICAL INSTALLATION ST-1. TYPICAL QTA @ MAX
TRUSS OR RAFTER TO TOP 48"O.C.,MIN(1)PER C) W
STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE Wt HA4,TLOK06, OR H8 0)
WALL STUD SPACING. ROOF BEARING ONLY. LINO ON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS SHEARWALL 1
(QTA REQUIRED FOR 'It
Sw Sw ROOF LOAD BEARING CN 0
WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF 1 . GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES WALLS ONLY) 04 m U)
STANDARD HEEL CONDITION RAISED HEEL CONDITION DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8: co wima _02
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) m
SPECIFIED SHEARWALLS, SHEET ST-11 . 7)
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2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY _j >
STUD SPACING PER >
BE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD Im
TABLE 3:MAXIMUM z
FASTEN BOTTOM PLATE TO GABLE S.
EXTERIOR WALL STUD TRUSS W/10d COMMON @ 6"O.C., UNO. AT APPROXIMATE MIDSPAN WITH A Y2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT 0
SPACING. ROOF AND CABLE CONTINUOUS U) 0
FLOOR BEARING. �e
MID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL
DBL TOP PLT TO <
INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE 4/7 fag A 3:
ON PLAN
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SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER
23
uj CN
TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1 .
TYPICAL:B0170M PLATE
------ TO RIBBON BOARD W/10d FLOOR TRUSS 2ND FLOOR END
COMMON @ 6"O.C. U)
BY OTHERS GABLE FLOOR L Jill STUDS TO 1ST
HEADER TO TOP PLATE - ----- FLOOR HEADER W/
TRUSS BY OTHERS
CONNECTION PER HEADER
CONTINUOUS 2X4 FRAMING NOTE 3 ON ST-1. (2)MS36/(2)CS 18
RIBBON BOARD WITH(9)10d EACH o
2X4 NO.2 SYP DIAGONAL BRACE @ 48 NOTE 3 END OR QTA
> O.C. DIAGONAL BRACE TO FLOOR NOTE 1 &2 TYP_ICAL
WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE Wt(3)10d I m I m
COMMON TOE-NAILS AT EACH END. I I ISPACING UNO
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FASTEN GABLE TRUSS TO DBL TOP SHEARWALL z
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ROOF LOAD
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PARALLEL FLOOR TRUSS CONDITION IF REQUIRED QT u')
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(THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER DDITIONAL STUDS [,*- ww 0� <
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TABLE 6:QUICK TIE t z
TYPI LUFLIFT QT SPACING AND DO ANCHORS,SHEET Lo m o 0 �- Zowjqwd � m
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TABLE 8:,SHEET ST-1.(8"EMBED INTO < Z , ZIWE � LLIX932 '00
T__ tT J 0
STEMWALL,6"EMBED INTO CONCRETE STUD SPACING PER ER INSTALLATION Z) o W W IL I a: 0 0 w :3
EXCEPT AT HOLD-DOWNS.SEE TABLE 7: TABLE 3:MAXIMUM CORN m w
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EXTERIOR WALL STUD (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 900&450 CORNERS) � z ><I- DI`- 2 - 1io �
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SPACING.ROOF AND 2x WOOD STUD WALL 1. (1)QUICK-TIE ALLOWED @ CORNERS OF TYPICAL WALLS W/ TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR ui Em2w_x < wg < m ' 6 LL Z .
FLOOR BEARING. z wE < mjwxPQ9Pz ww
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0 ED ul w a. z <Z 1w 0
QUICK TIE TO FOUNDATION 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP Z z
w w
PLATE OVERLAPS THE LOWER TOP PLATE. W w
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3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE TYPICAL-,UPLIFT ANCHOR INSTALLATION FOR < I < z ;,- zi < uwm w
< EACH SIDE OF CORNER 0 1.- P I z v m z w 5 0 �-
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A ADDITIONAL w z Z
ANCHORS PER 0 - Li �:Nmm < o
NOTES HEADER FRAMING LL
1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL NOTE 4 ON ST-1. z SHEET NO.:
ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BIJ TT JOINTS). QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION 0 ST-5
2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR Y2_DIA.THREADED ROD
IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON Y2"DIA.x6"LONG TITEN HD INSTALLATION AT GABLE WALL
SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS TYPICAL WALL
MUST BE USED IN STEMWALL FOUNDATIONS. 0
3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES.MIN 1 3/4"OTHERWISE. NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT 7/8"DIA HOLE 7/8"DIA HOLE 7/8"DIA HOLE 1 DIA HOLE EPDXY OVERSPILL CL SECTION
FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE CENTERED HEX NUT CENTERED 3%8"HEX NUT CENTERED Y,-2"HEX NUT CENTERED HEX NUT 1"QUICK TIE w JOB NO.:
QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. IN TOP PLATE /--211 x 2"x YFF STEEL WASHER IN TOP PLATE 2 Y4"x 2 Y4"x Y?STEEL IN TOP PLATE 3"x 3"x Nic,"STEEL IN TOP PLATE 3"x 3"X 3/jr,"STEEL P.T.2x BOTTOM PLATE 0
WALL SECTION AT FOUNDATION I \ I WASHER WASHER WASHER ') NA5631
(2)2x TOP PLATE (2)2x TOP PLATE x (2)2x TOP PLATE MIN EDGE DISTANCE <
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) \%U"I
-aL- I SUBDIVISION:
T
EXTERIOR LOAD BEARING WALL 0 Saltair
INTERIOR LOAD BEARING WALL EXTERIOR EDGE i
1%11 DIA 1%"DIA PLAN VIEW u_
TYPICALWALL SECTIONS (5)1 Od TO PLAN VIEW HEX NUT PLAN VIEW WASHER PLAN VIEW WASHER PLAN VIEW 5/ OF CONCRETE <
TOP PLATE %" HEX NUT Y2" HEX NUT W/1 DIA /8" HEX NUT w/13/4"DIA -- LOT NO.:
7/8"DIA HOLE Ye"DIA HOLE 7/8"HOLE WASHER 1 DIA HOLE WASHER 11'QUICK TIE
CENTERED 2"x 2"x Y8"STEEL WASHER CENTERED -2 YAW'x 2 YAW'x Y8"STEEL CENTERED 3"x 3"x�/16"STEEL CENTERED 3"x 3"X Nirs"STEEL 8 EPDXY OVERSPILL z 362-03
LS18 STRAP IN TOP PLATE IN TOP PLATE- WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER DIA HOLE IN P.T.2x BOTTOM PLATE >_
FASTEN BOTTOM PLATE TO BEAM(OR 2 (D FLOOR PLAN:
(2)2x TOP PLATE /+-(2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE BOTTOM PLATE
0 BEAD C., UNO. O�10 (5)10d TO 0 2537-A
*2ND FL OR WALL T GIRDER)W1 10d COMMON @ 6"0 STUD j
GIRDER OR HEADER UPLIFT 0
CONNECTIONS NOT REQ'D @ WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL 00 2'QUICK TIE -,"-EMBEDMENT Z DESIGNED:
PANEL SHEATHING REQUIREMETNS ON SHEET STA FOR EXTERIOR 81 = x
IT
E RIOR WALLS UNDER WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF 0� QUICK TIE X8"QUICK TIE %"QUICK TIE �16"QUICK TIE Y2"QUICK TIE Y411 QUICK TIE V QUICK TIE STEEL SWEDGE SDAMML
JACK AND GABLE TRUSSES,, V16"QUICK TIE Lu
SHEATHING FOR INTERIOR WALLS. STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWE E CABLE TO STEEL SWEDGE CABLE TO
TYPICAL, LINO 00 FOUNDATION FOUNDATION REVIEwED:
ALTERNATE STRAPPING METHOD FOR WALL TO BEAM,HEADER,OR FOUNDATION FOUNDATION CONCRETE x
GIRDER oe FOUNDATION w JER
MIN 2500 psi
TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,S I TUD ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION < REVISIONS DATE
TO BEAM/GIRDER BELOW WITH MS36(OR CS1 8) -- 1 1 - -
W/(1 8)1 Od COMMON @ 32"O.C. QTA(1/8").TOP PLATE CONNECTION 2 OTS(3116w)-TOP PLATE CONNECTION 3 QTG(1/4") TOP PLATE CONNECTION 4 QTO(5/16-) TOP PLATE CONNECTION 5 QTA(1/8") BOTTOM PLATE CONNECTION
KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO
BEAM/GIRDER BELOWWITH MS36(OR CS18)WITH co
16 Lu
3 EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL
(18)10d COMMON. STUD TO TOP PLATE CONNECTION 3'QUICK TIE XV QUICK TIE 5/16"QUICK TIE 2x BOTTOM PLATE
SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER P.T.2)c BOTTOM PLA71E P.T.2x BOTTOM PLATE -e-P.T.
1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP SIDE VIEW FRONT VIEW FRONT VIEW z
WELL AS AN ALTERNATE STUD TO TOP PLATE
NOTES: 0
BELOW WITH(2)MS36(OR CS1 8)WITH(18)1 Od COMMON CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN C14 104' -_�r Lu
EACH. PLATE CONNECTIONS AT THE END OF SHEARWALLS AS MIN EDGE DISTANCE 4 MIN EDGE DISTANCE MIN EDGE DISTANCE TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED 3:
WOOD FLOOR 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. q q 2
TRUSSES BY 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. EXTERIOR EDGE PLAN VIEW EXTERIOR EDGE-/ EXTERIOR EDGE-/ 00 <
OTHERS WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE OF CONCRETE OF CONCRETE PLAN VIEW OF CONCRETE PLAN VIEW z
3. EXCEPTION:SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE cn
EACH SIDE OF OPENING. I AS THE LS1 8. 1 3 'QUICK TIE QUICK TI V16"QUICK TIE PDXY OVERSPILL
SECOND FLOOR TO BEAM OR HEADER CONNECTION T6_ EPDXY OVERSPILL EPDXY OVERSPILL %"DIA HOLE IN 200 STRUCTURAL ENGINEERING
DIA HOLE IN 9/le'"DIIA HOLE IN -P.T.2x BOTTOM PLATE
21 P T.2x BOTTOM PLAIE P.T.2x BOTTOM PLATE BOTTOM PLATE---\ vvv v
BOTTOM P E--\ BOTrOM PLATE 01 vv VVI 11vv1vv11v1 1-1/2' 1-1/2n
1- OUR FIRE RATED ASSEMBLIES: 3 V vvvv,;m OR OR 0
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TYPICAL WALL SECTION NOTES: - LL
1 ALL TOP PLATES ARE TO BE BUILT WITH(2)2x-NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED 0 =IRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER V QUICK TIE 1/4" GREATER GREA�rj <
8 STEEL SWEDGE
(UNO). MINIMUM 48"LAP W1 MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AND ARE UNDER THE ENFORCEMENT OF THE BUILDING OFFICIAL. 2'QUICK TIE EMBEDMENT V,Quimm cf)
2. 1 STAND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. & =IRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1 Y2"NAIL STEEL SWEDGE STEEL SWEDGE ,�EMBEDMENT ,,,--EMBEDMENT
3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. PENETRATION INTO FRAMING SUPPORTS @ MAX 24"O.C.
4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS JSE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE
CONCRETE 0
TLO K06
5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK \AATERIALS PER SPECIFIED INSTALLATION DETAIL CONCRETE CONCRETE K06 TLOK06
FOUNDATION
• VVOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE
FOUNDATION FOUNDATION 0
z
PROTECTION AND WOOD STUDS(FBC TABLE 721.1(2),FOOTNOTE L). MIN 2500 psi MIN 2500 psi MIN 2500 psi
• Y8"TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL ELEVATION ELEVATION TLOK06 TRUSS TO DOUBLE
=OR'TYPICAL WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR ELEVATION W
PLYWOOD MUST BE INSTALLED TO INTEMOR OR EXTERIOR FACE OF 0 1�_ ��; A�* 11 Li
" :_
6 QTB(3116")-BOTTOM PLATE CONNECTIM 7 QTG(114")-BOTTOM KATE CONNECTION 8 OTO(5/16")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION
SPECIFIED WALL PRIOR TO FIRE PROTECTION. X
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QT ENGINEERING 0_a4 016 _j
(1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO
OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
APPROXIMATE 450 ANGLE TO NO LESS THAN(3)TRUSSES.
I 1 11 11 11
CONTINUOUS LATERAL RESTRAINT cn
TOE-NAIL MIN 2x6 NO 2 SYP BLOCKING —2x4 NO.2 SYP BLOCKING BETWEEN SWB (CLR). QUANTITY AND LOCATION
BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH DEFINED BY TRUSS SHOP DRAWING.
(3)10d EACH END BLOCK TO ROOF DECK AND DBL 0
FASTEN 2x4 NO.2 SYP DIAGONAL TOP PLT W/8d COMMON @ 3"O.C. FASTEN STUD GROUPS TOGETHER W/
BRACE TO BLOCKING W/(6)1 Od /-ROOF DECK 2x4 SYP OUTRIGGER @ 24"O.C. (2)ROWS 10d @ 8"O.C.,STAGGERED
CLIP TO GABLE TOP CHORD W/
(1)H2.5T W/(10)8d x 1- HEADER PER PLAN
APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE C)
SIDE OF WEBS MADE OF MORE THAN ONE PIECE,
Cl //---GABLE TRUSS 0
NAIL THROUGH 7/16.'OSB INTO SPF OR DO SO WITH OVERLAPPING BRACES CINI C**4
BETTER FRAMING WITH 8d @ 3"O.C.(TYP LIKE THIS(TYP E RYWHERE Lo (y)
24"LONG 2x4 NO.2 SYP SCAB AT HATCHED EDGES) T__:
CN _j
APPLIED TO GABLE VERTICAL
F W/1 Od AT 3"O.C. LL
DBL CROSS PLATE ABOVE AND BELOW
OPENING TO DBL 2x4 BLOCKING W/(2)CS18
2x6 NO 2 SYP DIAGONAL BRACE P_R(2)MSTA36(TYP AS SHOWN) TRUSSES NEEDING BRACING
2x6 NO 2 SYP DIAGONAL BRACE clq
(SEE PLAN FOR LENGTH) 04
04 0
o UP TO 8FT SINGLE 2x6 ONLY QTB EACH SIDE OF OPENING co)
*UP TO 20 FT,2x6 W/2x6 T-BRACE FASTEN(1)SIMPSON HGA10 BRACE _�d
CONNECTOR FROM TO DIAGONAL LATERAL BRACING — MULTIPLE TRUSSES
U—
BRACE TO GABLE VERTICAL 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2X4 NO.3 SPF OR BETTER(UNO). Ld
2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY
FASTEN 2x6 NO.2 SYP CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.
"T-BRACE"TO DIAGONAL >
BRACE W/1 Od @ 3"O.C. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS >
2x4 NO.2 SYP BLOCK CONTINUOUS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. z cu Go
8'-0"OR AS SHOWN ON PLAN BETWEEN DIAGONAL BRACES. BOTTOM PLATE ANCHORS AT 24"O.C.(UNO) 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). 0 c
U)
2x4x8'-O"NO.2 SYP LATERAL FASTEN TO DBL TOP PLATE W/10d PER TYPICAL WALL SECTION 5. DESIGNED PER BCSI-133,2007. Ne 0
AT 3"O.C. U)
BRACE @ 48"O.C. FASTENED C)
QTO AT WALL SEGMENT END STUDS
TO EACH TRUSS W/(3)10d
k
AT SECOND LEVEL WALLS, END STUDS TO CN U-)
---------- 1 ST LEVEL STUDS W/(2)MSTA36 OR
T C�F
IE
'fD
(2)CS1 8, 1 ST LEVEL STUDS TO SLAB W/ CONTINUOUS LATERAL RESTRAINT WEB CN
FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR 11 111 Hill lip QTO a6"MAX MAX a6"MAX w co
FROM TO DIAGONAL BRACE TO GABLE VERTICAL L QTO MAY BE INSTALLED AROUND CORNER BRACE SUBSTITUTE I
:D
WEB MEMBER SPECIFIED ALTERNATE BRACING U)
GABLE TRUSS TO TOP PLATE CONNECTION DBL TOP PLATE PER PLAN SIZE CLR TORL SCAB I-_ 0
1. FACE NAIL GABLE BOTTOM CHORD TO 2x4 1 ROW 2x4 (1)2x4
CONTINUOUS BLOCKING W/10d @ 8"O.C. 2x4 2 ROWS 2x6 (2)2x4-
2. STRAP TRUSS TO TOP PLATE WITH MSTA12 T-BRACE FASTENED TO 0 (D
W/(8)1 Od @ 48"0.C. OR TOP PLATE TO EXTERIOR WALL PER PLAN WEB W/1 Od AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6
TRUSS BOTTOM CHORD W/SDWC1 5600 2x6 2 ROWS 2x6 (2)2x4-
SWB—SPECIAL SHEARWALL DETAIL
INSTALLED VERTICALLY o SHEATH ONLY ONE FACE OF WALL,LINO 2x8 1 ROW 2x6 (1)2x8 <
\—WALL SHEATHING PER PLAN e THIS DETAIL MAYBE USED AT 1ST AND 2ND LEVEL WALLS 2x8 2 ROWS 2x6 (2)2x6- 0-
L-BRACE FASTENED TO z
GABLE ANGLE BRACING DETAL (W/ H 'Al 0) WEB W/10d AT 6"O.C. 0
B
1) MAX.TRUSS SPACING=24"O.C. SINGLE TRUSS BRACING
1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL
2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED F 'OM OVERHANG PORTION OF DETAIL FOR r
NON-DROPPED GABLE TRUSSES W/12"OR LESS OVE HANGS. SCAB BRACE FASTENED TO RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE Lo
3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUE ENGINEERING NOT SHOWN FOR CLARITY. WEB BRACING METHOD IS DESIRED. It X a Z 20
rl-_ W W
WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR Ej < . 0
0 Z O� 0�
-IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. < :1 ul w 0 W IZ < z
REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND L' 0 i u �e �_ 0 a w 0
a6l,Mm aT Lo in o 0 � �- rim j m
MAX a6"MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. z 0 j 2 w u
0 Z w j - m J Z 0
< i,- ww - om < w < nwL.
PERMANqNT WEB BRACING �— mm > 0 — �— 0 cj I
W W ul w w
z 0 w w _j
a. w M I-- M �_
C3 M EL z W Z 0
LLJ P W m 0 Z Ll
U) z m o a. w to En
g6TOP OF WALL KING AND JACK STUDS w 0. �_ < mmlwwm �- - ww
PER ENGINEERING ollum
Z < LL
Z 0 _j z w
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U) z 0 10 ZL I a 2
z uj
HEADER PER PLAN GARAGE DOOR BUCKIJAMB NAILED 0 w L. - 0 X _j -
w IL 1 0
w
w 00 - W
TO STUDS W/(2)16d COMMON OR CO Ll W
z
W WL EO 0 < I W
12d CC NAILS @ 16"O.C. Z XI._ 00 �- O - j oz
Lu X - a W �- z < pw W.� ma
W w W z X < 91 < m In LL z
W M Ll 1 0 L3
2x6 li
W LU IL ww -
WEATHER STRIPPING/STOP z m z
0
w
Z< 13
2x4 QTO GARAGE DOOR 19 0 0 Z >. L M w I Z Z I
z z
I I w -i <
SHEATH INSIDE FACE ONLY IF NOTED w 0 In z
FASTEN STUD TO ———————F—————— w z W :3 En W < EJ
ON FRAMING PLAN. ACCEPTABLE TO _F -7 w - 0 0 w o if � I m w 0 -
STOP SHEATHING AT GOAL POST CORNER STUD GROUP W/ < Z >- Z O� < LL
--------------1 0 1 Z p z W w
— Z ci <
2-ROWS 10d @ 6"O.C. >< Ei EJ M 0 1 w 0 Z
0 w 1 0
STAGGERED. STOP NAILS /6DOOR HEAD z m P -Z EJ Ll
2x6 SYP GOAL POST ATTACHED
x LL
TO,5TUDS W/(2)ROWS OF 3-Y2" NOTE:
AT BOTTOM 24"OF STUD *w
co 1 x FOR CONNECTOR WHEIGHT 36"LONG SPF SCAB W/(20)10d TO
CORNER STUD ONLY WHEN HOLD SHEET NO.:
INSTALLATION PLANK ORIENTED HEADER, PLANK HDR TO JACK DOWNS ARE S�_ECIFIED ON PLAN. GAL\ADECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR z
SEE PLAN FOR SIZE 0
STUDS w/(2)A35,TYP GOAL POST ATTACHMENT,THE GARAGE ST-6
EXTERIOR WALL SHEATHING
QTO EACH SIDE OF HEADER 2x-SPF CORNER STUDS DOOR SUPPLIER MAY SPECIFY A FASTENING
JACK AND KING STUDS. SEE <
GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK
PLAN FOR QUANTITIES. PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, STRUCTURAL
0
GARAGE RETURNS TO BE PLAN VIEW ALTERNATE CORNER DETAIL SPECIFICATIONS THROUGH THE GOAL POST. DETAILS
cr —
FRAMED AS 2x6. 0 JOB NO.:
AT HEADER AT CORNER PLANK HEADER FRAMING ELEVATION GARAGE DOOR JAMB DETAIL () NA5631
< I
QTO CONTINUOUS TO WALL 0 SUBDIVISION:
DOUBLE TOP PLATE ADDITIONAL WALL STUDS @
MAX 16"O.C.AS REQUIRED o Saltair
_j
FASTEN SHEATHING TO 16"O.C. LL
2x4 NO.2 SYP BLOCKING BETWEEN OUTLO KERS.
GARAGE RETURN STUDS, (3)STUDS MINIMUM FASTEN EACH BLOCK TO ROOF DECK WIT 8d
TOP PLATE,AND BOTTOM AT CORNER COMMON @ 3"O.C.(TYP EACH GABLE) LOT NO.:
PLATE AS SHOWN W/8d CENTER LINE OF z 362-03
COMMON AT 3"O.C. 2x4 SYP OUTLOOKER @ 24"O.C. Lu FORWARD MOST GABLE
QTO CONTINUOUS TO WALL >_
CLIP TO GABLE TOP CHORD WITH LU 0 FLOOR PLAN:
DOUBLE TOP PLATE ROOF DECK M
(11)H2.5T w/(10)8d x 1-21"(TYP EACH GABLE) z 6
DIA.ALL-THREAD W/2" Lu 0 2537—A
ROUND WASHER DRILLED TRUSSES PARALLEL TO WALL: i - - 0 �_ 2x4 BLOCK AT CENTER OF _j
AND EPDXIED INTO ROOF TRUSS A 0
0 2x4 NO.2 SYP LEDGER TO GABLE co Z DESIGNED:
2x4 SPF(MIN) NAILER FASTENED OR RAFTER 00 FORWARD MOST GABLE
CONCRETE W/7"EMBED TO DBL TOP PLT W/1 Od @ 3"O.C. VERTICAL W/(3)1 Od
U-
2x4 SPF(MIN) 0 2x4 BLOCKING @ 48"O.C. C) SDA/JML
BOTTOM PLATE TRUSSES PERPENDICULAR TO WALL: BLOCKJNG FROM CENTER OF REVIEVWD:
2x4 SPF(MIN)BLOCKING m FORWARD MOST GABLE x
BETWEEN EACH . 0
BETWEEN EACH TRUSS.FASTEN (j w JER
TRUSS. FASTEN TO WALL SHEATHING OVER GABLE 0 u- Q_
MONOLITHIC FOOTING TO DBL TOP PLT W10d @ 4"O.C. = U-
BEAM vdlOd 4!'O.C.
OR STEMWALL 14, CKING TO TOP PLATE < REVISIONS DATE
L W/(4)8d COMMON(TYP)
#4 OR#5 VERTICAL.REINFORCIN cr zo-D
GABLE TRUSS
INSTALLED IN CURB @ 18"O.C. TRUSS BEAM W/
MAX,MIN(2)VERTICAL BARS @ >_
EACH RETURN %"OR THICKER CDX HM OR BLOCKING TO GABLE TRUSS
OR OSB FASTENED TO BRACE W/MSTA12(TYP)
TRUSSES, RAFTERS
LORTB w
OR BLOCKING W/8d RACE VERTICAL
2x WALL FRAMING COMMONS @ 3"EDGE, PORCH BEAM 8d COMMON OR REINFORCEMENT PER z
12"FIELD. BETTER @ tr O.C. TRUSS ENGINEERING
PRE-FAB GABLE TRUSS BRACE 0
PORCH BEAM TO POST.- BY TRUSS MANF.
w
ELEVATION VIEW WOOD STRUCTURAL (1)MSTA24
SHEATHING POST TO SLAB: GABLE TRUSS <
(VERTICAL REINFORCEMENT z
ABU POST BASE ANCHOR
*' USS U)
OR DTT27- PRE-FAB GABLE TRUSS NOT SHOWN FOR CLARITY)
BRACE BY TRUSS OWF.
GARAGE RETURN — QTO (UNLESS NOTED OTHERVASE) GABLE TRUSS TO WALL CONNECTION FORWARD MOST GABLE TRUSS 0
TYPICAL PORCU SHEATHING DETAIL (VERTICAL REINFORCEMENT P RUCTURAL ENGINEERING
Gl ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: THIS DETAIL IS REQUIRE.D AT ALL COVERED PORCHES BLOCKING TO GABLE I§USS A) TOE-NAIL TRUSS BOTTOM NOT SHOWN FOR CLARITY)
(1)HTT5=(1)QTO UNLESS NOTED OTHERVASE. BRACE W/M4Al2 CHORD TO TOP PLATE
(1)STHD14=(1) QTO(MONOLITHIC) w/lOd COMMONS @ 8"O.C. 8d COMMON OR BETTER @'1 211 u_
2*4 BLOCIONG AT 48"O.C.MAX F'40M
O.C.
(2)PA51 =(1) OTO(STEMWALL) CENTER OF GABLE TRUSS BIRWICE AND <
(2)Y4 x 2�3/4"TAPCONS (1)ANCHOR BOLT 00 co
BLOCKING TO-tOP B) STRAP TRUSS TO WALL/HEADER 0.
WALL SHEATHING
PLATE W/(4)8d COM$ON WITH MSTA12 W/(8) 0
10d COMMONS @ 48"O.C. OR TOP PLATE
FASTEN GABLE TRUSS BRYCCE
z
TO TRUSS BOTTOM CHORD W/SDWC1 5600
TO ENDWALL TOP PLT BAW Z;
DBL TOP PLATE INSTALLED VERTICALLY
W/(10)8d(TYP EACH ENEO
LL ui W,
PRE—FAB TRUSS GABLE BRACING DETAIL
C2 LL
10 x
1) MAX.TRUSS SPACING=24"O.C.
2) OUTLOOKERS,BLOCKING&CLIPS MAY BE OMITTED FROM W
OVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLE <
E.
TRUSSES W/12"OR LESS OVERHANGS. 6.78
QT ENGINEERING
09-29-2016