1636 ATLANTIC BEACH DR - NEW HOME 2015 �501-1111 61 31-77" 1 5 T-11,2" NOTES
1. DOORS AND WINDOWS ARE APPROXIMATE
ROD SH ROD& SH 7-4" 2-6" 2-0" 10-2"
- — — — — — — —- CNTRLS C-� 11, Ile 14 SPECIFICATIONS FORKOUGH OPENINGS PRIOR
�Iz a/ U-
< C\J
WtC INC FIB. 2020 FIXED 2020 FIXED 3016 FIXED TRANS. �916 FIXED TRANS. TO FRAMING
SILL 9 0-0"AFF SILL 6-0"AFF SILL 9 6-6"AFF SILL 0-6 AIFF 2. ALL EXTERIOR WALLS INSET 1/2" TO SET 0513
Q, �C) \\JF3ATH #2 WIC
7-UJ U-1
Lo >< (5 9� G. 9'CLG. 9'CLG. [3, T H 3 L
LL C�l ----i FLUSH TO FOUNDATION
0 0
6\1 9'CLG. GAS ROD&Sid
'EPLACE
- STUD 3. VENTLESS GAS ISOKERN FIR
1,3 ON 78"x42"
4, FKT. PR. AT OWNERS DATH
FILED PLATFOK�,O
TANKLESS <
5/41,TO TOP 5. FKT. DR. AT FWPR DATH
Q, GAS WH OW NEF,5
0z 9
ly -, 6. TANKLESS GAS WH
AHU C\1 < Z 01
< COMP. WIC DATH
- I C, ,I) �� ,;� I
(D C� 7. LNPKY SINK
iB 10,ri G;
1 11 11 4/1 1-0�1 11
V V 1 4�-2" 31-1-5 i�- 8. SINK AT WET 13AR
Z-
ti) 9. 13AY WINDOW AT DINING ROOM
51 <
LU '10. PAVER GRILL PATIO
< LINEN
M OVVNEKS
-1 f SH CAD
5 SH DOOR
ROD 1]. OUTL SHOWER
13E) #2 10 12. SVC. DR. AT GARAGE
5EP #3 SUITE
0-4"X 12-6" LINEN
IT-10"X 14'-0" 14i-611 x 161-61,
9'CLG. �t V(�6P/ 0. MOVE UTILITY YARD TO THE REAR
6 RAIN IO'CLG.
tu z U-3
W H-A, 10'CLO.
c) 11 F1 14. REMOVE KITCHEN WINDOW, ADD UPPERS
U I <
C\ I p < UN rW[)
�,z --- Lf�
< 15. CHANGE KEAKOWNERS SUITE WINPOW TO
U-1 < (S) OUTPOOR < IO'CLG. (S)
IILNPF\
C\1 SHOWE�R ��: �- C��, 1
(? LU �, (J-) L,- � - 0 TRANS. AND APP'L TRANS. AT KEAK OF
�n U- 10'CLG. <
i�u < X W M>i� R
< C\I �---)1 0 LZ DR. 1/, HEAP OWNERS SUITE
-,�) /� 1 12 M 1�-/ I
L—`�i (6 09 Xz < LP 26& PKT. 26EP PKT.
C\3 I
16. REDUCE UTILITY YARD DY 4'
(N
<
M 17. RAIN SHOWER HEAD IN OWNERS 13ATH
(S) o (S'
F/P U) I0 < i-D 10'CLG, 15. ICE MAKER W/ PRAIN IN LNPRY
th (D C� ltc)
ON 19 RISERS �D
CHASE < ----- -- 10'CLG. 0 0
�5 1 -P
DZ
7 7/16"RISE 1 19. MICRO PKAWE
SYC DR.
10"PUN 4'- P 20. WINE COLUMN
Z-10"
El G/�R/�GE
X 21. 4,5" RANGE W/ VENTED HOOD
22. SLIDE UTILITY YARD TO REAR OF HOUSE
10,-I PL.HT.
SINK
23. 2NP. FL. 13ALCONY RAILING TO DE LOUVERED
012EN TO
.5 N
13ELOW
A
6) y 1 5'-2" r-(7 RMSIONS
LOFT PESK <
91-01,x 10�-1011 9-2"X 9'4"
9'C L G. 9'CLG.
DOOR 15 13/6'MIN. ` KITCHEN PINING + 9 ��z
I SOLID COKE OR 20 12-0"X 16'-10" d3l QQ
10-6'X 11-2"
MINUTE FIRE R/VFED 10 CLG. ol
(D 10'CLG.
-j C <
0
FR. iz
(D Z (�� z
< U-1
--T1 0
+ <
Z), Li� 0z
2-2"50 SH 2-25�P SH (D U-J
SILL 9 2-0"AFF SILL -4 2-0"AFF
4-
9'-02 0-'-C'2 I <
IJI' I V -4" V 2-752-" (3)
,9')8P OVERHEAD POOR 4 16'
TQ
1'c<' %
IN E vkh S I E
DALCONY EN RY
REF. Vr
2cY-0"X 12-0"
9'-11/8"PL.HT. L------------------
OXI.C.
41,P T POST -L=-- --:Fff:- (F GAS
(S) 5TUL5
WKXP'PEP TO LIVING < W 0
IOXIO TYP. H.D. FNTRY L0
2-52-" <
56h LOWER RAILING— —— —————— \ 1 4'-C2� 10,CL77 Lu D -1 Build With Confidence
K00m, �z E I�D - 0-)
(Du tz
Li- ——————— ————————— LL——————- — 5 5H 1151-01,x 16 011
PAVER 10'CLG.
T 414 Old Hard Road, Suite 502
GRILL PATIO
Fleming Island, Florida 32003
1 011 27-11" FOYER 1 [3 Office: (904) 264-6553
2 STORY GLG.
Fcvc (904)269-2729
<
.0v
J:,
<
Lot 154
tq UP 19 K ISE 5 7 7/16",
Y- 3/4"LI-HT W/(2)
RISE 10"KL N 5
2nd FLOOF� L/� N 548p
TMFKP S DELI ES A
+ F R. F . + 'Allantic Beach
IV Countn. ., Club
FOP\CH
-OENERAL STAIR [�)ETAIL SCALF:N.T.5. 26-0`X 12' Wilkes Residence
10'-1 11b"PL.HT.
9
,STAIR NOTES:
AC'UAL 51iviENSM5 WILL VARY PEPENCWG ON FIELP COMPITION5,FLOOR COVEPING5,ANPIOR WRAPPED TO'
VAPIAiNCE5 IN CGN5TPLJCTICN MATEPIAL.ACTUAL CONSTRUCTION M105T COMPLY 10XI0 T/P.. Floor Plans
W/11311.7 OFI '�-,E FLORIPA 5UILPING CO�)E,RESIPENTtAL.
MAXIMUM RISER HEIGHT: 7-3/4"
MINDYIUM rREAP DEPTH: 10'(NOr-!NCLIJ��ING NOSING)
MAXINUM RISER HEIGHrYARIATION: 3/6'(ENTIPEFLIGHT) ————— ———LdL 1636 Atlantic Beach Drive
WNIMUNI 5 TAIP INIP�H: 36"
MINIMUM HEA�,POOM CLEARANCE: 6-5'(AE,391/E NOSING) Atlantic Beach, Fl. 32007
"HANPFAIL NOTES:
,AC'UAL CONSTRuCTIONNIU5T COMPLY
W1 P511.7.7 OF'HE FL(-;PIrA DU101ING COPE,RE519ENTIAL. 9�-01.
52-
HAWML5 5HALI.NOT�E LESS THAN:54"OR MORE THAN 3b"N HEIGHT ADGVE T HE ST AIF NOSING. ---------7 Drawn Sheet
3t 27-11"
HANPPAIL5 5HAt-1-bE CONINL)OUS PER FLIG,'-!-O�ST IF5. ARJ
.A A
HAN�)RAIL5 SHALL DE I 1/2'CLEAR O�:ALLAPJACENI-FINISH 7� - ------ I'm
2-0�"
Date
VIX ERIA 5 ANO END5 SHALL RFT,,�?N TO WALL OR TERNANATE
IN INE'vVE L P05T 5 ORSAFE T ERMIN,115.
03-18-2015
SHALL HAVE A MIN.PA�)DJ5 OF 0.01'. A
HANPRAIL5 SHALL blE 11/4%2"IN CROSS SECTIONAL DIMENSION,OF,APPROVEP EMIALENTAND E�,'GES
HANDRAIL CONSTRUCTION SHALL OE A13LE TO RESIST A LOA9 OF 200 LD5 AFF!B)IN ANY PIRECTION AT Scale
AN'(P01W, ALONG THE TO?RAiL. 1/4 1 -011
o r a
4 of
FFE
STAIR AND FAILING SUPPLIER!N51-ALLEF SHALL 5AT[57:Y ALL
),o B-1
5JULD!NG�-,EPARTMEWAPFROVAL REQUIREMENTS FCR 9., ��K�ey �a�rg
fliE?ROP(-,Cf 5--'EY PROVDE OR!NSTALL.
15t FLOOK FL/� N
MECHM'CAL EQUIF'MENT NOTES:
OPEN f�AILS SHALL HAVE INTEPIMEPiArERAILS(-',p
AN ORNAMEWW.PATTERN SUCH THA-1 A
PASS THROUGH. 50. FTG. CALCUL/�TIONS NOTE TO FRAMER:
Writtpri djrn(-,n5ion5 Shall havo OVEr 5CalC Jirricn: 1 1
`I1� AE PER SPHERE CANW FDC-P\302.5.2: DUCTS IN GARAGE SHALL 13E MIN 26 — -7
THE GUARDRAIL CONS-RUC-r[ON SHALL M t Ift N Coritractor5 shill vff ify and bo ro,5pon5ible,- for dirn6n5ior,5 aid
AF1,LE 10 RE51ST A LOA,�)OF 20 035 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE IST FLOOR LIVING 1571 ccndition5 of the job.
PEP LINEAL i7coT APPLIED ALLOWED. 2NPFLOOK LIVING EDGE OF FOUNDATION py
I--'CP[ZCN-r-L1'(ALONG THE r0FRAIL. 7,5,5
9 Northca-51.Florida C)P.5iqn,Inc. h��,cby re5mp-5 it5 Common law
4"5PHIERE
WAY rfr PA55 '�59
GuARDEPAIL5-9;,ALLNOT F5E TOTAL LIVING 2, copyneht;5 and othor copyriqht5 in ho5e plan5,dt5ign5 aid jdoa5.
LE55 THAN Z,61'IN HEIGH,-, F[3C-P\, M1505.U: MIN 4" CLEARANCE REQUIRED AROUND -rhp,5r:,plan5,do5jgn5 ind i&-a5 qrp,no r-to bo copim or chanq(�,d in iriy
ALL SIPES OF MECHANICAL EOUIPMENT AND GARAGE 504 rronner or form what5ocwor,nor are, thpy-to be a55ignej to any third
HE TRIANGUI AP OPEN NG5
MAY NOT PAF party withou�fir5t Obtaining the cxpre55 writtt�n permi551on frorn
TREAL),RISER,& COMPONENTS INCLUDING DUCTS, WITH THE TOTAL WIDTH PORCH 357
A I -AIF
TWOUGH
,;OTT()M 5-iALL PE S�ICH OF THE ENCL05ING SPACE DEING AT LEAST 12" WIPER North-,,35t Florida ()e5j�m,lic.
iAT A 6"PIANIETER --7t THAN THE FURNACE OR AIR HANPLEK 13ALCONY 537
5FIHEKE CANNOT PASS THROUIGH.
TOTAL COVERED
GROUNP-MOUNTEP MECHANICAL UNITS SHALL 13E
ANCHORED IN ACCORDANCE WITH FE3C-R, SECTION 12627 San Jose Blvd
M1307.2. Suite 702
REVIEWED FOR CODE COMPLIANCZ ortlieast acksonville, FL 32223
CITY OF ATLANTIC 13EACH Florida Design,Inc. 9,04.260.3319
SEE PERMITS FOR AqDITIQNAL
,7T �
NK
2
F-1 W#%1JW%0V
REVIE DATL-
WED "ILE 'Off"TAT'
-N.OTES
FASTEN SHINGLES PER F5C P\905.2.6
UNPERLAYMENT FASTENED PER FEDCK90527 1. DOOR 5ILLS ARE NOTEP FOR ALL EXTERIOF\
OSF�ROOF SHEATHING POORS - REFER TO MANUFACTURERS
SFECfFICATIONS FOR RE-QUIREP SLA[3 RECESS
FKIOP, TO FOUKING CONCRETE
2X4 ENG.ROOF T RUSS 2. GAS STUD FOR FIKEFLACE
SEE CONNECTOR SCHEDULE 3. GAS STUD FOP, TANKLESS GAS WH
12 4. LNPF\Y SINK
7 --oig 5. SINK AT WET 13AK
15 OF
6. DAY WINDOW AT PINING ROOM
50'-0"
1/2"PR\YWALL 6"GALV.EAVE DRIP 7. FAVEK GRILL FATIO
261-5" 7-9
CLG. OUTDOOR SHOWER
(2)2x6 H3. 9. GARAGE SVC. DR.
- ———— —— —— —---—— ——— — ——— - ——— ——— —— —
TOP PLATE 2Xb EXPOSED RAFTER TAILS FF- ——— — ——— ——— — ———— — —— — —————1 10. RELOCATE UTILITY YAKP TO THF\ REAR OF
--- ------------------------- it _jI
--- ------------------------ ------------- ----- HOUSE
2-0" "".il_
1/2"DRYWALL GAS 1 01 LO
- — ———— — —— ——- -- — ____I-I--; -——— — — —— —— — — ' HEAP IN OWNERS 13ATH
5 71j� — — — —— --—— ——— I I F ———— — 11. RAIN SHOWER
'N'
it L 12. ICE MAKER W/ PRAIN IN LNPRY
TANKLESS STEM WALL
I \ '\': 0 1
HARDIE PLANK Alr' GAS WH FOUNDATION 1 0 9-11 13. 2-FFLOOK OUTLETS IN LIVING ROOM, FIELD
I I VERIFY LOCATIONS
SIDING COMP.
12-11" 11-511 22'-2"
1/2"0 THREADED
PROVIPE 6"
RODS PER
ENGR'S PKG. P'EGESS
R\-191NSULATION FO1' SHOWER
0
----------- ----------- --------
VAPOR E3A''PIER.SEALED AT P-1=iA
TOP& 15OTFOM PLATES. i r _ I
OUTPOOP,
-UPS SPACED PER ENGINEER
2x6 51 S FKG. SHOWER I n I
51-Ar"T/G 5U5FLOOK' Li I
7/16"055 WALL SHEATHING LNPRY I �Al )r
N
5INK
2nd FLOOR 2x6 13OTTOM PLATE
FINISHED FLOOR -j I
LJI&=
r_ _=1 Li
F_ a-r--z-_7
DANDING I
2'-2"
PLATE HEIGHT I
+
L ------
(2)2x6 C\1 L—— ———— --I-----, IPr_
if 11
OPEN WED FLOOR JOISTS T012 PLATE NOTE: L---- it 0 1 LLi _j I
EXPANSION JOINT(TYP) - 4-,
1.EXT ERIOR FENESTRAT ION PIECES SINK
SUCH AS FOAM 13ANPING AKE TO DE 5"1—
INSTALLED OVER THE SCRA rGH/13ROWN STEM WALL -JI
1/2"DRYWALL 4 FOUNDATION
CEILING COAT OF STUCCO WITH A STRIP OF
5ELF-APHE11`\tNG FLASHING OR 4"GONG.
1/2"THREADED RODS SPACING SELF-SEALING MEMDRANE SLAD
PER ENGINEER'S PACKAGE 2.THE JUNCTURE OF EXTERIOR PLASTER
AND FENESTRATION PRODUCTS SHALL DE 5'-6" 9'-2" 21'-10"
-I- -I
1/2"DRYWALL SEALED WITH A SEALANT COMPLYING
WITH SECTION R613.b.1 OFTHE FLORIDA 'It LT h
2x6 STUDS INSET 1/2" 'A\ \-L-"Il - IL
DUILDING COPE,RESIPENTIAL
it V
SINK W/ Fa " ERSIDE
I t\t7 L\1)
?
1/2"0 THKEAPED ri ) I ff
ILIN L:T,\Il
RODS PER L i N W
r
SLAD '7 -7 J
ER 1 \/ * I -- IL 'I
TOP OF PLATE.
ENGR'S PKG. PAP ,DACK WIRE LAfHE
M
.5 COAT STUCCO FINISH 4"GONG.
RUN TO __j PYW 4"'CONC,SLAD W1 FIF)ERMESH OR H
q) 6x6x]O W.� ON6 MIL.YISQUEEN an
I IL
VAPOR 3ARK'IER,SEALED AT-
OVER CLEAN,INELVOMFACTEP FILL
'FOP DOT FOM PLAT E5. Build With Confidence
1 -1- ——————— — -
U Now_
414 Old Hard Road, Sitite 502
L IN FLOOR OUTLET F
4"GONG.SLAD W/1`113EKIMESH OR SILL Fll�[_,:)VERIFY Fleming Island, Florida 32003
REF.
Aw_ r E
6x6x10 W.W.M.ON 6 MIL.VISUUEEN 7/16"055 WALL SHEATHING 61� 9� 1 1
_Qzln -6" 4'-0"
OVER CLEAN,WELL COMPACTED 2X4 ENGINEERED 1:4- 3' Office: (904) 264-6553
ROOFTRU55FS
T ERMITE TREATED FILL
L J' ' Fax: (904)269-2729
2x6 F.T. FIDERGLASS SHINGLES -----------*___ Li S
mTTOM PLATE GPI
FASTENED PER ASTM P�5161
FINISHED FLOOR -7%
TEM WALL 1�-
5""MU 5 'LAYMENT FASTENED 5�_82
UNPER 0) Lot 154
W1 ALL CELLS FILLED PER FDC 1507.�5.8 PAVEFS
A A-
E
OSD ROOF 5HEATHING I L
LD L 1-Wantic Beach
YX
_C
E 2
GF\
\1-71-11 FINISHED AD
GEE CONNECTOR
FOOfING PER FLOOR )UTLEF
SCHEDULE
9 Country Club
ENGINEERED FIE�P VERIFY
DRAWINGS 12
TOP OF
PLATE 15 OR 7
1/2"CEILING
GALVANIZEP
DRYWALL L
TYFICAL W/�LL SECTION EAVE PRIP Wilkes Residence
(2)2Y,6 4__
TOPFLAfE
SCALE:1/2" 1'-0" L 1 54 SILL 5"SILL 54 SILL
20 EXPOSED �C'
1 a-c�'
9
1/2"DRYWALL 2-0" RAFTER TAILS
7' A Foundation Layout
I! it it it it
R-19 INSULATION
Z5 1636 Atlantic Beach Drive
:2z 'Wz' Atlantic Beach Fl. 32007
C�I
C) 2x6 STUDS INSET 1/2" Q1
11 If !I ou 11 11
C) LLI it 11 it 1 11
Drawn By Sheet
3 COAT STUCCO FINISH if 11 11 11 11 11 11 ARJ
It 11 11 11 11 It 11 It 11 It 11
'3 r
Date
03-18-2015
12APEK 5ACKNIRE LAI-HE —— ———— ———— ———— ————
RUN TO TOP OF FLATE. m Scale
F-1 -011
WATER RESISTANT DAPRIER- 1/4 1
2 LAYERS REQUIRED of
>-< 4"GONG.SLAE3 W1 1`15ERME5H VAPOR[3ARRIEP.SEALEP AT L — —— — —— — ————— ——— — ——— — ——————-L — —— — ———— -- - Plan
OR 6x6xIO W.W.M.ON TOP&DOTTOI'A PLATES. 22'-0" 26-0" Key Largo_B I
FASTEN LATH A 7"O/C
6 MIL.V15OUEEN
lNTO FRAMING OYEIK CLEAN,WELL 501-01,
�"1111N. PENETRATION
COMPACTED TERMITE 2x6 P.T.
4
FINISHED TRE/\TEG)FILL DOTTOM PLATE Written dimcn5ioro 5hall have,precedence over 5calc clirneroior15.
WEEPSGREED-SURFACE
oritrictor5 5 a veri y�an c rc5porI5 P, or irrien5i&5 an
conditiori5 of the jo�.
FINISH MATERIAL FOR DRAINAGE �'7/7/:7 W/ALL CELLS FILLED
PURPOSES
FLOOR
4. SHOULD NOf 13E 13LOCKEP W1 5"GIMU 5TEM WALL
Northea5t Florida Pe5ign,Inc. hereby rc5erve5 it5 comrincin law
FOUNP/�TJON L/�YOUT
X%\1\\�;x\\'x\'\//\
'j, '1' 44;:k �.L:6k::L copyneht5 and other copyright5 in-rhe5c,plan5,do5iot15 and dea5.
>' FINISHED GKA.GIE NPTE: Thp,5p, pinn5,do5iqn5 and idca5 are riot to�e copied or chanqed in any
rnamer or form what5cever,nor are they-r-o�c a55igried to any t;hircl
TEKMINATION OF STUCCO FOUNPATION FLAN FOk CONC?\ETE FORMING ANP party without;fir5t cl�tainirio the expro55wn�i;ten perrnj55ion from
FOOTING PER
STUCCO TERMINATION FEI�ASTM G-926 A2.2.2.
ENGINEERED Nlorhca5r,Florida Pe5jqn,Inc.
'EFEKENCE ONLY. PEFER TO
)R[F'SCREEP INSTALLED PER A5TM 1065-03 DRAWINGS FLUMDING LOCATION R'
ASSOCIATEP ENGINEERIING PRAWINGS FOR FOOTER
LOCATION8 ANP DETAILS.
12627 San Jose Blvd
TYFICAL WALL SECTION Suite 702
SCALE:1/2" I'-U' ortheast Jacksonville) FL 32223
Florida Deiign,Inc. 9,04.2603319
RII-
t:7j
TO (2)2x6
1, Tr
LA
NOTES
1. DAY WINPOW AT [)IN[NG KOOM
2. GPILL FATIO
LOUVEK KAILING
DUMPING HEIGHT
------------------ -------------------------------------------------------- ------
------------------------------ -------------Ir---------------- ----- ------
---71 Ir---------- I I
H 12
7 l)I,\11B'f51ONAL
FIMII�GLAS(3
SHINGLES YP)
-----------------------J L----------
--------------------- --------------
11 11 5:12
12
7
Lj
5:12 PLATE HEIGHT PLATE HEIGHT
---ir-----
11 L HAKIAE FLANK L1 13 11 U U U U Li U U
SIDING TYP.—
I 24"OVEKHANG
6"HAPPIE
TRIM Tyr.
PEC.LATTICE
LD �-w
L 0 1
r------ JUI JE '16"h LOUVE,-\RAILING M5�.
1 7:12 1
L
12
R 1 P G,E A Ell lull A`P.T.FIO15T
F— A W1-,A PP E 1)T 0
7:12
10XIO TYP.
FIN!SHI-E)FLOOR FINISHEP FLOOR
-------- 12
PLATE HEIGHT PLATE HEIGHT
�z --4;
L-) 1L--- REVISIONS
H
.9
7:12
z
EXFOSEI)RAFTEK TAILS
7:12
r
'-J
STUCCO FINISH
6"5ANPlNGfYF. -
SrUCCO91NISH--'
7:12 4"F.T.POST
�L] 6'h EQL IF. WRAPPED TO
i0xio TYF.
SCREEI\ WALL
I L
to
FINISHf 0 FLOOR FINISHEP FLOOR
0
-a r T" W-%, T-M%k V"
CN VEM 8
S I
GRAPE G�.�APE
f�OOF FLAN Ff�ONT ELEVATION
SCALE: 11b" l'-O" an
low
Build With Confidence
414 Old Hard Road, Suite 502
Fleming Island, Flotida 32003
Office: (904) 264-6553
Fax: (904)269-2729
NOTE:
SFFAY FOAM INSULATION
Lot 154
NO F\OOF VENTING F\EQUIF\EP
Atlantic Beach
12
7
Country Club
PIMENSIONAL
FtbEKGLASS
SHINGLES(TYP)
7
11 1 Wilkes Residence
PLATE HEIGHT
L.LL1LUiLLLiLJLUiLJLLL Roof Plan/
:��l If
OVEII�HANG Elevations
HARDIE FLANK E]
PEC.LATTICE —t:24"
ED 1636 Atlantic Beach Drive
SIDING TYP.
Atlantic Beach, Fl. 32007
4't P.T.F05T 36"h LOUVER 6"HARDIE j
RAILINGTYF.—\ T�RIM Typ.—
WRAPPEP TO 12
TYP. 5
(Taw7nBy Sheet
ARJ
FINISHED FLOOR
Date 03-18-2015
FLAT E HEIGHT, ca e 1/411 if-Oft
T-. -..0
LL
Plan
Key Largo Bi 5
EXPOSEP RAFTER TAILS
STUCCO FINISH
-cedence over 5cale dirnen5ion,,5.
Written djrren5ioI15 5hall hqve,pre,
rify and be rc5por&Me,for dimen5jor,5 and
Contractot'5 5hill v(,
condition5 of the job.
6"DANDING(TYP)
2r"P.T.POST
-5t Florida Pe5ion,Inc. hereby re5crvp-5 it5 common li,�/
VIKAPPEP ro
Northca
IOXIO TYP.
colpyright5 and other copyright5 in tho5e Plar)5,d0'510n5 and idca5.
Thc5c pla65,de-5ien5 and idc,-5 arc,iot,to be copied or ch3nged in any
77 ma
nnor or forrn what5or.,ver,nor are they to be q55joned to any third
FUCCO FINI51-�,
party wit out ir5t obtairiin�the expre.55 written porrnis5ion froni
FINISHED FLOOR
Northoa5t Florida F)c5ilm,Inc.
41
GIR A E
.............
F\'l G H T 511)E ELEMTION 12627 San Jose Blvd
Suite 702
Northeast Jacksonville) FL 32223
Florida Design,Inc.
9,04.260.3319
L
oil
NOTES
1. EMY MPOW AT PINING ROOM
2. OUTPOOK SHOWER
PlIMENSIONAL NOTE: 5. SVC. PK. AT GAKAGE
FIDERGLASS 4. MOVE UTILITY YAM TO THE REAR
7 1 12 SHINGLES(TYP) SFRAY FOAM INSULATION 5. KIEMOVE KITCHEN WINPOW
NO ROOF VENTING REQUIRED 6. CHANGE KEAK OWNERS SUITE WINPOW TO
TRANS. ANP APPL TRANS. AT KEAR OF
OWNERS SUITE
7. GRILL FATIO
6"E3ANPING(TYI') 12 b. LOWER RAILING
PLATE HEIGHT PLATE HEIGHT
Ld
11 U
EXPOSED RAFT 5-
ER TAIL HAPPIE FLANK PEC.LATTICE
A 51PING TYP'. Ar"F.T.F20ST
WRAPPED TO
.6"HARDIE 10/110 Typ.
12 1"KIM TyF.
5 36"h LOUYER RAILING TYP.
FINISHEP FLOOR IL Liu FIN15HEP FLOOR
1Z Ile
PLATE HEIGHT
LLZTE HEIGHT
%
:.U. 770
24"OVEKH
REVISIONS
4"F T POST
TO
STUCCO FINISH
WKAPPEP
1OXIO TYF.
Tucco FINISH
-%
I?
FINISHEP FLOOR FINISHED FLOOi�
GRAPE
GRADE L
6'h EQUIF.
SCREEN WALL LEFT SIPE ELEVATION
oil U
IV ERS I " E
I Ilk
a 5
40� m
%- also/
as
Build With Confidence
414 Old Hard Road, Suite 502
Fleming Island, Florida 32003
Office: (904) 264-6553
a -F (904)269-2729
x.
101-011 12
7 Lot 1 4
DIMENSIONAL
FIDEKGLASS
SHINGLES(TYP)
12 Atlantic Beach
Country Club
12LATE HEIGHT
5FEFS
--- ------ INI INAI EK SHEMING FASHION,
V7 U U U U U U U U U 5-1 ARTING7 AT THE E3ASE OF THE SECTION A Wilkes Residence
NALL&NOKKING TOWARP5 r-1E
TOP.!NSTALL THE WEAMLR AFTER INSTALLATION THROUGH WINPOW JAM13
P E56TP/E DARMER TO THE FACE SEA�'AL'"CORNERS OF
OFTHE5HEMHIN�( . MECHAMCALLY JOiNE-D FRAMES TO
HARDIE FLANK (DAM- 5!-I-FLASHING. SEALFKA
(Z)APP JANIO FLASHING
-Y
(D APPLY MAP OF SEALANT
APOUN9 THE PERIMETEP 01�THE
5ACK SIDE(INTERIOP SUP FACE)OF HEAP FLASHING
6"HARDIE ININDO'h?MOUNTING FLANGE. APPLY A CQI,,rr,SEAL ALONG MOUNTING FLANGE AT THE evations
TRIM TYF. (D IMMEDIATELY INSTALL WINDOW HEAD.FLASHING GOES OYER M1OjN-qNG'-'ANGE.EM5EP I$ ----
Ll 12 USING PAN HEA-P SCREWS TO DOTFOM OF HEAO FLASHING AGAINST SE�LANT(FLA5HING
GOE5 GIEP SEA!ANY).EXTEN9 HFAP;:-A5,NG E5EYCNP
FACIL!TATE �A51HING. 1636 Atlantic Beach Drive
(DAPPLY DEAP OF SEALAN f EACH JAM5 FLASHING.FASTEN IN I"ACEE--
ACROSS 1rE FACE OF MOUNTING SECURE WEATr,.ERF9 'SHING AfI"EAD EXTENP!� WEATHERED RESISTIVE DAMER. Atlantic Beach, Fl. 32007
_I LI FLANGE AT HEAD, �EYONDJ M[3�-AS�':NG SEA!ANT DEAD 5ETWEEN MOUN TING FLANGE
EXF'OSEP RAFTER TAILS EAP FLAShING. PE'I"HVE D/I'R E P-',,) I - '-
(D APPLY H Z' ANP FLAS 4INC,
FINISHEP FLOOR (D HEA
(D REMOVE PREVIOU5LYAPFLIEP
TAPE,ALLOVAnG WEATHEREP
RE5[ST?/E 3AKRIER TO LAY F AT
OVER HEAD FLASHING.APPLY NEW r Drawn By Sheet
FLATE HEIGHT SHEATH[NG TAPE�'�ER PIAGONIAL (D AF�P,Y A'�/&'NOIA DEAD OF 5EALANT TO I`�4F ARJ
CUT.SEE DIAGRAM. 5,1CK51-E(MERIOR)OF Tr-,E MOUNTING FLANGE
/�FOJN)V�'E ENMEE FERIMETEP.,-;-ACE 5EAP'�N
-71111 77 CHEF r OR
-INEWIT� '�N�PRE-PUN- )�OIES LOTS. Date 03-18-2015
Scale
-011
1/4 1
—1 A
...... Ar ��IIA ANP APJUSTMNL�O'N TO ACHIEVE SQUARE
Cur
24"OVERHANG
of
LINE PI LIN13 AND L-,VFL CONPMON.USE CORROSION
RESISTANT. FA5TEME?5.FA5TEN MNPOWS PEP
STUCCO FINISH Key Largo BI
'NINPOWMANUFACTUPER 5FECI�CATIONF,.
A 5HING.
SEh ANY
6"5ANPING(TYF)—
0h EQUIP. Written djmon5ion5 51hall hav5 precedence over 5calp,dirnen5ion5.
SCKEEN WALL
it -ify and bp, re-5pon5iMo for dimen5ion5 and
Co, r��ictoi-5 5holl ver
:% ())NEAIHEPE�)RESISTDIE DAPPIEP
-,LE.CAREFULLY CUT THE bARRIEP ON A
PIAGONAL.GENTLY RA15E T,iE TOPE��GE OF THE DARRIEP
AT A45 AN( CGnd1ti0n5 of the jo�).
-P
UPAN9TAPETHE TOFCORNE-5AINPCENTEPTO THE
:%
'-XTERT
FINISHEP FLOOR -.;*.'--'.' -:--�":. . , . . .. .. .. -.- . ...- . . . . .� :* ' . * . . .' , . I.. .%. . . .. .." .. 1.1 . . .' . .. U-1 Northoa5t Florida Pf.-5ign,Inc.hereby reE5crve5 it5 common law
OR WEA1 HER F�ES:STNE DARKiEg A�OVE.
% 77
. ..... ther copyrigh-t5 in thc5e plar5,de5ign5 and d15 5.
-arid o
copyrleht5 a
0 JAIAD F1
EXTEND JAMb;;-A5�4ING TO 6YERLAP Id idoa5 are not to be copied or chaneed iriany
51'-F-t 5HINC, d(,-5Iqn5 a,
+1
,O'Jr; rnanner or form what5oev6r,nor are they-to I)C a55jgnCd to any third
EXTEW)JAWD�-A5 ING 2�1/2'*(22Crr�fl)ADOV�
GRAPE
OPENING AT�EAS).APPLY TAPE AT CORNEPS TO
TRIVIPORARI-Y -A5H.INO'�N PI-,'.CEJNT:.'NEAT-EF. party withou�fir5t ol�tajnine the cxpre55written pormi55ion frorn
RE515TIYE 3APPIER 15 APP1169.
North--,35t Florida Po5iqn,Inc.
INTERIOR VIEW
'EAP\ ELEVATION 6'h EOUIP.
SCREEN WALL WINPOW INSTALLATION METHOP 13-'l TOO LEFT CORNER OF WINDOW
WEATHEKFf)RESISTIVE DARMER AFPLIEP PRIOR TO THE WINPOW
INSTALLATION.FLASHING AFFLIED 5EHINP THE MOUINI ING FLANGE.
M
12627 San Jose Blvd
...... ..... Suite 702
ortheast Jacksonville) FL 32223
Florl.d.a Destign,Inc. 9-014�260.3319
ran in,
OEM ---------
NOTES
1. KITCHEN OUTLETS TO BE FI ACEP UNPER CA[35.
2. UNDER CAE3. LIGHTING
3. (2) FLOOR OUTLETS IN LIVING ROOM, FIELD VERIFY
LOCATION
4. APPT'L OUTLETS IN GARAGE, PEPICATEP
7. DEP 92 OUTLET AT 72"AFF
a. APPT'L OUTLET IN DEP /��5
- - - -- - - - - 9. DEP #3 OUTLET AT 72"AFF
GF1
'10. OWNERS SUITE OUTLET AT 72"AFFF
0
0,3�
0 11. OUTLET A13OVE FIRErLACE
12. (2) AL30VE CAE3. OUTLETS
15. (5) 5" RECESS LIGHTS ON PIN/iNdER AT FRONT PORCH
14. (5) 5" RECESS LIGHTS ON PIMMER AT LIVING ROOM
T]
AHU 15. (4) 5" RECESS LIGHTS ON OIMMER AT PINING ROOM
=@ API)PL GAS 16.5" RECESS LIGHT ON DIMMER AT WET 13AK'
OUTLET OUTLET STUD SEC.SYS.. 17. (4)5" RECESS LIGHTS ON PIMMER AT OWNEF\S SUITE
OL FREW11RE
— — — — — — — — — — [NEN i Z 15. OWNERS 13ATH LIGHT ON DIMMER
CAD
777= 19. (6) 5" RECESS LIGHTS ON PIMMEKAT LOFT
FRE-WIRE 13KACE
ONLY 20. KITCHEN RECESS 'LIGHTS TO DE 5"ON PIMIMER
OUTLET OUTLET
FKE-WDRE& 72"AFF 72"AFF NPRY AQF)T'L 21. (2) RECE55 LIGHTS ON PIMMER AT HALLWAY ILO
OUTLET
IWACE alLY PRE-WIRE& F1 1 0 SINK 72"AFF STANPARP CLG MOUNT
11 L'T E3 FACE ONLY �7 D�, U I Ilk 22. (2) 6" RECESS LIGHTS IN LNPRY 1LO STANPARP CLG
MOUNT
k AIC
I GE
----------------- (D ICE 23. OWNERS SUITE ENTRY RECESS LIGHT ILO STANPAKP
-------------
__j I AKER >� ------- CLG MOUNT
____j —i -----------
24, (4) 6" RECESS LIGHTS AT OWNERS WIC ILO STANPARP
T_
6 CLG MOUNT
L 5EFKVICE OUTL-- 25. [AMMER SWITCH AT #rZ DATH #5 AND FWPR
FOR A/C CO I F. LOCATE no /2"AFF DATH
PANEL 26. GARAGE SVC. PR.
qp E30X WINE 27. MICRO PKAWER
C)
dh COLUMN co
OUTLET 26. WINE COLUMN
X p �,I n— x
5
—4 E7CE OU�L
" , VI
FOR A/C CO,
Vo 0 1 1 29. APPT'L OUTLET IN GARAGE AT 72"AFF
I % UNPER 6 1=
APPT'L GF1 ---CAD I SINK I I
------------10 - I k -0 REVISIONS
OUTLET LIGHTS x % \ I
11 1 ------------
72"AFF A=- k
-------- ------ cor
OUTI)COR ADOVE
SHOWER CAD.
PKE-WIRE
-4— O.P.O. OUTLET Ar I I
PRE-WIRE& &D�ACE
ONLY
P AGE ONLY YFJ
;P
x k I x
0
r3 swiTCH I PANr-,-E\l
DELOW TLET
OU 0 '4 1
To s,viTcH PEPICATEP
F;E OW 0
0 SINK
IKKIGATION 100
qpF!
P/W
GFI@
MICK0 qp
G�l ----------
='I I PRAWEto-,f fl-
CIRCUIT !@� E
/ I ADOVE FLOOI,�OUT LET KIVE "' SID
1141 1
L--- L y i�_4-CA13. FIELD LOC TE
I OUTLET
&1GF
El
--------�)------ GAS
STUD
(E
-WRE PKE-WIRE
FKE
[31KAGE ONLY DRACE ONLY < Build With Confidence
& <
DRACE ONLY
414 Old Hard Road, Suite 502
TO Fleming Island, Florida 32003
————————— —————————— FIXTUPE L Office: (904) 264-6553
K": (904)269-2729
...It
TO El
CHANPELID,�__ FLO0�oMq
ADOVE FIELP LOCAT
Lot 154
2N[) FLOOP\ ELECTf�IC/�L FLAN
Atlantic Beach
\iN
Country Club
A
Wilkes Residence
t)
A-
Electrical Plans
1636 Atlantic Beach Drive
ELECTf�IC/�L LEGENP
———————— Atlantic Beach, Fl. 32007
----------
110 PUFLEX OUTLET CEILING MOUNTEP LIGHT
HALF-SWITCHEP OUTLET Drawn By Sheet
&GF1 GFI PUFTEX OUTLET FULL-CHAIN ARJ
Date
WEATHEK MOTECTEE) OUTLET
CEILING OUTLET (> WALL MOUNTEP LIGHT I ST FLOOf� ELECTF\ICAL PL//\N 03-18-2015
Scale it T-011
1/4 = I
El FLOOK OUTLET KECESSEP LIGHT FIXTUKE
of
Plan
220 OUTLET 512OTLIGHT �K�eyLa�rgo B�1 �
SFECIAL PUKFOSE OUTLET
EXHAUST FAN W1 LIGHT
SWITCH
Written dirron5ion5 5hall have prr.-cedenco over 5calp,dirncn5ic:
3-WAY SWITCH Contractor5 5hall vorifyand�e r05pon5b1c for dirincri5ion5 and
EXHAUST FAN
conjition5 of the jo�.
4-WAY SWITCH
FLUOKE5CENT
PIMMER SWITCH NorI;h,.-a5r,Florida Pc5ign,Inc. hor,.,12y rc5erv55 it5 common law
FIXTUP\E copyrieh55 and other copyrigh-r.5 in the5o plan5,do5iqn5 and idea5.
Thc5e plan5,4e5iqn5 and idea5 are riot to br�;copied or charqod inany
TELErHONE
CAF\'F\IAGE LIGHT marmer or form whaI;5opver,nor are they-to beq55i,,jnCd to any third
-r
party withgu,fir5t ol�taininq the,cxpre55 written porrni55Ion frorn
CA13LE TY 'A Northca5t Florida Po5i�n,Inc.
[)OUL3LE FLOOP LIGHT
F'P\EWIF\'E DF\ACE ...................
FANEL L30X
...... ...........
CEILING FAN WITH LIGHT
SMOrE PETECTOP, 12,627 San Jose Blvd
Suite 702
orthelst Jacksonville, FL 32223
Florida esign,Inc.
904.260.3319
DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEETINDEX FILE COPY
NOTES 3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS Z7
13. ST-2......................FOUNDATION PLAN
Building Code Of ALL WALLS OSB OR PLYWOOD PANEL EDGES REQUIRED TO LAP B0170M PLATE B'ANDBOITOM DTT2Z (8)Y4"x 1 Y2"SDS SCREWS IN STUD CS18/CS18 (9) 10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN
2010 Florida Building and Residential Codes 0 0 MEMBER OF TOP PLATE. EDGE NAILING SHALL HAVE J"EDGE DISTANCE FROM EDOE OF (NOTES 2,3) Y2"0 x 4 Y2"EMBED EPDXY OR SCREW ANCHOR
z ST-3A....................1ST LEVEL ROOF FRAMING PLAN
w 1 PANEL. L E wm
Code for Design L W HTT4 (18)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE)
ANSUASCE 7-10 FLEXIBLE VENEER& MIN'/lr,"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d MTS12/MTS12 (7)10d x 1 Y2"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE)
BRICK VENEER COMMON:6"O.C.AT PANEL EDGES,6"O.C.IN THE FIELD. 2X4 BLOCKING IS REQUIRED (NOTES 2,3) 0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1)
X ST-5.......................TYPICAL WALL SECTION SHEET
U) (NOTE 8) AT UNSUPPORTED PANEL EDGES. V7-4 f I C 0
ROOF LOADING1...............................................Cd 1.25 < ST-6......................SECTIONS AND DETAILS
d HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS,
TOP CHORD LIVE LOAD..................................20 PSF BRITTLE VENEER MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY Wt 8d (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 (EXCLUDING BRICK VENEER) COMMON:6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2X4 BLOCKING IS REQUIRED if
BOTTOM CHORD LIVE LOAD (NOTE 6) AT UNSUPPORTED PANEL EDGES. LEGEND
(20)SDS Y4"x 3" SCREWS IN STUD GROUP C)
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) (13)10d COMMON EACH END UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL 0 ILL
ATTICS WITHOUT STORAGE.......................10 PSF Y_ (D TILE ROOF MIN 1%2"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION DIA.x12"EMBED ANCHOR IN CONCRETE MS36/MSTA36
0 z PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND EOR ENGINEER OF RECORD C\1
(NON-CONCURRENT) Lu (NOTE 7) LO
BOTTOM CHORD DEAD LOAD........................5 PSF 8"O.C. IN THE FIELD (38)16d SINKERS INTO STUDS (11) 1 Od x I Y2"IN TRUSS/RAFTER EW EACH WAY lr-:
STHD14 (WET EMBED) HTS20/HTS20 OSB ORIENTED STRAND BOARD C\I
F- MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH (11)10d x I Y2"IN TOP PLATE AND/OR STUD cu
0 w 0 WSP WOOD STRUCTURAL PANEL OR
0 m SHINGLE ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING 0
WIND LOADING............................................. 1.60 Ix U) �;, 1qT Cn
...Cd= SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. LTT20B (10) 10d x I Y2"IN STUDS (5)8d x 1 Y2"IN TRUSS SYP SOUTHERN YELLOW PINE C)
ASCE 7-10,3S GUST........................................130 MPH (NOTE 2) Y, x 6"EMBED EPDXY OR SCREW ANCHOR HA4/H2.5T (5)8d x I Y2"IN TOP PLATE SPF SPRUCE-PINE-FUR 0)
BASIC WIND SPEED FLOOR DECK SHEATHING: 2 Y32"T&G OSB OR PLYWOOD W1 10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C.IN CONT CONTINUOUS I C:
EXPOSURE CATEGORY..................................C (NOTE 5) FIELD. O.C. ON CENTER 1q,
(5)10d x 1 Y2"IN TRUSS C14 E
BUILDING CATEGORY.....................................11 MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d ABU44 (12)16d COMMON&V x 7"DRILL&EPDXY HA8/H8 (5) 10d x I Y2"IN PLATE LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. C14 a)
ENCLOSURE CLASSIFICATION......................ENCLOSED PORCH CEILING BOARD SHEATHING. C\l
I COMMON: 3"O.C.AT PANEL EDGES, 12"O.C.IN THE FIELD. (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 13/4"BEAM) Ce) LL_
INTERNAL PRESSURE COEFF........................0.18 SHEARWALL(SW)SHEATHING: (12)16d COMMON&V x 7"DRILL&EPDXY (9)10d x 1 Y2"IN STUD LVL 2.OE MICkOLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE
I
C&C DESIGN PRESSURES..............................(SEE TABLE 1) MIN OSB OR PLYWOOD W/8d COMMON: 3"O.C.AT PANEL EDGES,6"O.C. IN THE ABU66 (12"EMBED AT GARAGE DOOR RETURNS) TSP PSL 2.OE PAR�ALLAM PSL ENGINEERED LUMBER, 3 1/2"WIDE, UNO. LL
(NOTE 8) FIELD. (6) 1 Od x 1 Y2"IN PLATE QTA QUICKTIE AQUA,SEE TABLE 6: UPLIFT ANCHORS C)
QTB QUICKTI�,BLUE, SEE TABLE 6: UPLIFT ANCHORS U-1 L0
FLOOR LOADING..............................................Cd=1,00 NOTES: HU48, HUC48, (14) 16d COMMON IN HEADER _j
1. FOR SHEATHING THICKNESS GREATER THAN 1%2"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU Off 8d RING HU28-2, HUC28-2 (6) 10d COMMON IN BEAM SPH4/SPH6 (12) 10d x I Y2"IN STUD QTG QUICKTIE GREEN, SEE TABLE 6: UPLIFT ANCHORS a)
TOP CHORD LIVE LOAD..................................40 PSF 7t!
TOP CHORD DEAD LOAD................................10 PSF SHANKNAILS. (0.148"x3"LONG). QTO QUICKTIE-ORANGE, SEE TABLE 6: UPLIFT ANCHORS >
BOTTOM CHORD LIVE LOAD..........................0 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU410, HUC410, z
(18)16d COMMON IN HEADER (6)10d COMMON IN TOP PLATE INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS 0 U)
BOTTOM CHORD DEAD LOAD........................5 PSF 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HU210-2, (10) 10d COMMON IN BEAM DSP
-2
4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMEN'rs OF HUC210 (8)10d COMMON IN STUD/HEADER OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS W cn
THE APA. (4)SDS Y4"x 1 Y2" SCREWS IN TRUSS/RAFTER QGT (18) 10d x IY2"IN TRUSS W/QUICK TIE UPLIFT ANCHOR INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM
SPECIAL FLOOR(GAME ROOM)LOADING*...Cd=1-00 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO AVOID HGA10KT <
TOP CHORD LIVE LOAD..................................60 PSF (4)SDS Y4"x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN BOTTOM PLATE ANCHORAGE IS%"ANCHOR @ 48"O.C.(UNO ON FRAMING PLAN OR SW -2
TOP CHORD DEAD LOAD................................10 PSF SQUEEKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. SPECIFICATIONS) C\[
6. BLOCKING AT PANEL EDGES IS AN APA RECOMMENDATION PER TECHNICAL BULLETIN Q370(STUCCO). 0
BOTTOM CHORD LIVE LOAD...........................0 PSF 7. 1%2"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURIER'S MINIMUM RECOMMENDATIONS.SHOULD LGT3 (26)16d SINKER IN WALL FRAMING QGT2 (30) 16d x%"IN TRUSS W/QUICK TIE UPLIFT ANCHOR STRUCTURAL WOOD BEAM 11,
BOTTOM CHORD DEAD LOAD........................5 PSF WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, i� (12)SDS Y4"x 2 Y2"IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN
MAXIMUM FLOOR TRUSS SPACING..............16"O.C. 1%2"APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. U-1
8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES W/ NOTES: 0
WALL STUDS FRAMED AT MAX 16"O.C. FOR WALL STUDS FRAMED AT 24"O.C.,2x4 BLOCKING IS REQUIRED AT UNSUPPORTED >
1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALLOUT U)
DEFLECTION CRITERIA PANEL EDGES, BLOCKED WALL FIELD NAILING IS PERMITTED TO BE 12"O.C. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. 14-
F- T-
ROOF TRUSSES..............................................LL/240 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY):
TL/180 * QTB=DTT2Z, LTT20B STUD COLUMN KEYNOTE CALLOUT
TL MAX 1 UP TO - QTG=HTT4 0
40'SPAN e QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS 0
TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C.) 4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BE17ER APPROVED TO MATCH WALL FRAMING SIZE AND GRADE, LINO.
OPEN WEB FLOOR TRUSSES/BEAMS..........LL/360 NOTES1,2 ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 2 STUDS U)
TL/240 Lij
0 ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN <
TL MAX BRITTLE FINISH-U240 FLEXIBLE FINISH-U120 5. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. (Y- 0-
BEARING CONDITION WALL HEIGHT WALL HEIGHT 6. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z 5 BOTTOM OF STUD COLUMN CONNECTION z
WOOD I JOI STS...............................................LL/480 &STUD TYPE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 0
TL/240 TABLE 8: SPECIFIED SHEARWALLS OR QT-REQUIRED FROM TOP PLATE TO SLAB. I-
TL MAX Y2" 2x4 SPF STUD - - - - 2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL
_j NOTES 1,2,3,4 COLUMN TO IST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM
z
0 2x4 NO.2 SPF U)
LL END STUDS TO TOP PLATE CONNECTION 2ND LEVEL TOP PLATE TO SLAB. U-) >_ w
0 (2)2x4 NO.2 SPF,2x5 NO.2 SPF It X 0 z 2 0
0 24 24 24 24 24 24 24 24 24 24 SW TYPE CONNECTION HEADER STRAPPING KEYNOTE CALLOUT t- W W
0. rj a� < - 0
W 2x6 SPF STUD,2x6 NO.2 SPF 0 z a 0� Ul
NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD :1 If] w 0 W 1, < Z
SW1,SW2,SW3,SW4 QTB/QTO j, 0 C3 �z W 0
1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. z w 0
2x4.SPF STUD LO 0 11 1-
TABLE 1 : COMPONENT AND 0 1 LO
zw 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD a 0 z w j J z z 0
w w w
0 i2x4 NO.2 SPf, 2. QTB/QTO MAY BE SUBSTITUTED W1(2)MSTA24/MS24, (2)H8,OR(2) 0 F
LL 0 DTr2Z KINGMACK GROUP BOTTOM CONNECTION W 0� Q� > 2
CLADDING DESIGN PRESSURES DSP. EL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP w W LL U) a] -
0 --' (2)2x4 NO.2 SPF,2x5 4&2 SPF 4# IST LEV; z w 0 w w -J
0 LL 24 24 24 24 24 24 24 24 24 24 ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION,SHEET ST-5. IL W 0� �- m [_
w L_��1 _1-2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD W 11 m 0. z - >- W z 0
WINDOWS AND DOORS 2x6 SPF STUD,2x6 NO.2 SPF (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) 0� [L >_ W W F- W _j M 0 z Ll
Ul U1 w
GROUPTO IST LEVEL STUDS/HEADER/BEAM. Cf) z 0. < L9 U1 T W W U] w
ow �- Iiw z
w
ZONE DESIGNATION NOTES: w 0 L3 a
EFFECTIVE (2)ADDITIONAL WALL STUDS REQ. FOR QTO Z a 0� Z W < LL
1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHER SE N R OF,HOLDDOWNS/STRAPS AT BASE OF KINGMACK GROUP - 0
WIND AREA IZ-Interior Zone(pso EZ-End Zone(pso - III END STUD GROUPS 0 0 10 z L I D
ON PLAN. Cf) < z z W LL x
w - 0 _JQ < Q�
0-20 +24.61 -26.70 +24.61 -32.95 2. IF STUD SPACING IS NOT LISTED, STUD S!ZFANb GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 0� w w
120 m w tj a a :1 7 w
SW TYPE NUMBER OF STUDS HEADER FRAMING KEYNOTE CALLOUT L9 < Cj z w w Z Ln 0 < w
3. WALLS DESIGNED AS UN-BLOCKED. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. z < xwoa �_ O - j 0z
21 -50 fe +23.42 -25.51 +23.42 -30.58 F- i: z < -
BLOCKING AT HORIZONTAL PANEL EDGES IS RECOMMENDED FOR STUCCO VENEER,SEE TABLE 2. SWI,SW2, SW3 2 (2)2x10-1 2 NUMBER 5�FKING STUDS EACH SIDE OF OPENING LLJ O� w �_ W U1
11 w 13 < 0� L
\\V-\ s w, I I I w W LJ Z _X < LLI
51 -100 fe +22.01 -24.09 +22.01 -27.74 1 SW# SW4 3 < 0� W 2 P 6 L1 D 11 WL
TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN 1. KINGMACK STUDS MAY BE INCLUDED FOR STUD GROUP NUMBEFIF'JACK STUDS EACH SIDE OF OPENING Z ZW WILEZZ :] � Zll �- z
_ j >. z< 0 _ _ j00m < w0
-200 ?3.00 +20.91 -25.56 NOTES 1,2, 3,4 REQUIREMENT. Z >. LL 0 W I D @ z z I
,L-101 SIZE OF HEADER(ALL HEADER TO BE NO.2 SYP Z z <
PRESSURE TREATED LUMB =-R LU W w 0 < m Z
j W :] W < L]
F I DIAMETER TL� UNLESS DESIGNATED AS LSL, LVL, PSL,OR WSP) Z 0 2 L9 W L9
W 2 0� W F,
VINYL SOFFIT MAX PRESSURE(ps +24.61 -32.95 END STUDS CONNECTION(NOTES 5,6,7) < Z >- z I < w <
2-Y2" NUMBEJ�OF PLIES IN HEADER 0 Z F z w 0 U I- �- E
w
8d COMMON",,�,""',-,
SEE FRAMING PLAN I 11--_1 , F777m4ERVATIVE FASTENER TYPE SW TYPE 1 ST LEVEL 2ND LEVEL STRAPPING Z L]
GARAGE DOOR PRESSURE -6d kiNdSHANK 0.113" 24/811 HOLDDOWN (IF QT-NOT APPLICABLE) 0 w z < _j
1 Od x I-Y2" 0.148" 1-y2" ACZA STANDARD CARBON STEIL SWI QTB OR DTT2Z MS36/CS16IMSTA36 FRAMING NOTES. 0 Nlw < o� �- Z_ uu
_j
STAINLESS CONNECTORIc AND SW2 QTG OR H174 (2)MS36/CS16/MSTA36
10d 0.131" 3" SODIUM BORATE(NOTE 1) FASTENERS REQUIRED. 1. POWERS AC109,tEAL,1GOLD,pR EQUIVALENT SHALL BE USED FORALL QUICKTIE AND BOTTOM PLATE z SHEET NO.:
10d COMMON 0.148" 3" SW3 I QTOORHTT51 (3)MS36/CS16/MSTA36 ANCHORING.��'QUICK TIE CONNECTOR OR THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A 0
yll-'.�,�� - ST-1
CONNECTORS MUST HAVE Ir
12d COMMON 0.148" 3-Y411 Z-MAX,G 120 OR T SW4 HDQ8 (4)MS36/CS16/MSTA36 HOLE �'GREATER THAN THE DIAMETER OF THE ANCHOR.ADHESIVE MUST FILL THE HOLE IN THE CONCRETE
0.148" 3-4 ALL OTHER PT(NOTE 2) RIPLE Z NC 'AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER
16d SINKER COATED FINISH. BOTT INSTALLATION. STRUCTURAL
16d COMMON_-IL0.162- 3-Y2" (INCLUDING ACQ& MCQ) ALL FASTENERS MUST BE HOT OM PLATE ANCHOR SPACINqjNp_TE 7)
2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND 0
NOTES: DIPPED GALVANIZED. _j SW TYPE MAX ANCHOR SPACING FIRE SAFETY SYSTEMS ARE TH E-RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND SPECIFICATIONS
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: DETAILED BY OTHER. 0 JOB NO.:
SWI,SW2 DIA. @ 24"O.C.OR Y2"DIA. @ 24"O.C. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON I (-' RS0603
SW3 DIA. @ 16"O.C.OR Y2"DIA.-,@ 24"O.C. LISTED IN FLORIDA BUILDINqCODE TABLE 2304.91.
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY A I <
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN SW4 DIA. @ 12"O.C.OR Y2"DIA. @ 16"O.C. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. SUBDIVISION:
BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 5. UPPER LEVEL MULTI-PLY S�,tUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO
FOUNDATION NTH LIKE STUD PLIES.
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GALVANIZED NOTES: 4 0 Atlantic Beach
A WOOD DUE TO FASTENER PENETRATION,_THE BORED HOLE CONNECTORS MAY BE USED IN CONTACT WITH PRE SURE 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE 6. FASTEN ALL MULTI-PLY STUI�COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C. _j
LL
SHALL NOT EXCEED 75%OF THE NAIL ORSPIKE DIAMETER. TREATED MATERIAL, HOWEVER THIS APPLICATION MUST BUILDING'S MAIN WIND FORCE RESISTING SYSTEM, ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF STAGGERED. < Country Club
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER BETNEEN WALL SEGMENT IS IDENTIFIED AS SWI,SW2, SW3,SW4,OR SWB ON THE PLAN. 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS.
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL. 2. ALL SW SHEATHING TO BE FAS I TENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. 8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. - LOT NO.:
1 0
3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR z 154
EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. BEAM THICKNESS AND MATdHING WALL.STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO.
TABLE 6: QUICK TIE CONNECTORS 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. FLOOR PLAN:
5. 2ND LEVEL SWS-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING:
NOTES 1,2,3,4,5 0 HOLD DOWN WITH FULL-H EIGHT QT TO SLAB. END STUDS TO BE CONTI NO USLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB.
0 Key Largo-B1
CONCRETE/ MIN. EDGE DISANCE a 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITH HOLD HEADERFRAMING 0
DESCRIPTION MASONRY TENSION CAPACITY DOWN. I Z DESIGNED:
EMBEDMENT MONOLITHIC SLAB CMU 6. DESIGNATED SWS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. 1. ALL HEADER JACK AND KINJ STUS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON@ 8" T_
ICK TIE AQUA) 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON.SCREW IN O.C.STAGGERED. mip
ONESTORY QTA(QU w
31, ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: I-- REVIEWED:
8 234" /4"
Y,"WIRE ROPE_ STEEL STUD 23/4' 910 LB. 1 3 2 Y4"
4.7 FT FA-1 TWO STORY 2"x 2"x Y,"WASHER @ TOP PLT * SHEATHING TO,MATCH,,SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2.
1 ST FLOOR (TyP) ENEDZONE e ATTACH TO ALLFRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)Wt 8d LU DBIVI
.S T (b� QTE1(QUICK TIE BLUE)
A-F DESIGN]ATI]ON �D ONESTORY 3,, 1 3 CONCRETE AND FOUNDATION NOTES COMMON @ 3"6.C. j <
16 WIRE ROPE-q'STEEL STUD 4"/4" 1,527 LB. /4 2 Y4" * EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING REVISIONS DATE
8 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO).
TWO STORY 21141,x 21/4-1 x Y,--WAS' H E R @ TO P P LT MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO).
a NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END
ONESTORY QTG(QUICK TIE GREEN) 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). A
1"WIRE ROPE-1"'iSTEEL STUD 4"/4" 2,839 LB. 2 Y4" 2�/4" 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 3. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR
4 2 , OPENINGS 3 FT OR LESS-QR,AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): 120
FG-1 TWO STORY 3"x 3"x 3/jr,"WASHER @ TOP PLT 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. _'.i � 0
6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. * HTS16W((10)10dx1-Y3"@16"O.C.
ONESTORY QTO(QUICK TIE ORANGE) 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH - MIN 18 GA.COIL STRAF WRAPPED OVER TOP PLT Wt MIN(5)10d x 1-Y2"INTO EACH SIDE OF HEADER OR WZ
N'WIRE ROPE-5"STEELSTUD 6"/6" 4,455 LB. 3" 3" FASTEN TRUSS DIRECTLY TO HEADER W1 MTS OR HTS W/(14)10d x 1-Y2"(OR EQUAL APPROVED BY EOR).
6 8 FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF FA;
TWO STORY 3"x 3"x 3/16"WASHER @ TOP PLT MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 4. TEN ALL HEADERS TOKING STUDS WITH(3)8d TOE NAILS PER SIDE. 0
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND 5. IF HEADER NOT SPECIFIE ,CONTACT ENGINEER OF RECORD.
NOTES: SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES.
1. POWERS AC1 00 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF <
2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. THIS CONDITION EXISTS. z
3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFER TO 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR U)
TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. ALTERNATIVE METHODS. OPENINGS > 6"OPENINGS IN 2x4 STUD WALLS GREATER THAN 6'REQUIRE A(2)2x4 NO.2 SPF PLANK ORIENTED Z)
4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM (2x4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6)12d COMMON TOE-NAILS AT EACH END. 0
o EXTERIOR 2x4 WALLS: ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE,
-QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS OR SHEATHING CONTACT THE ENGINEER OF RECORD. EX
SPLICES, NO ADDITIONAL STUDS ARE REQUIRED) OPENINGS > 8' OPENINGS IN 2x6 STUD WALLS GREATER THAN&REQUIRE A(2)2x6 NO.2 SPF PLANK ORIENTED
-QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS . (2x6 WALLS) PLATEPIRECTLY ABOVE AND BELOWTHE OPENING W/(8)12d COMMON TOE-NAILSAT EACH END. U_
e EXTERIOR 2x6 WALLS: PRE-ENGINEERED TRUSSES & I-JOISTS <
-NO ADDITIONAL STUDS REQUIRED AT QTB/QTG LOCATIONS. 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE W R'G,j,RAL
-QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH _T
EN01 E G
5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABLE. ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET
ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER REVIEWED FOR CODE COMPUANC4
CONSTRUCTION IS COMPLETE. 11117""m
CITY OF ATtANTIC BEAC"
2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING m
SEE PERMS FOR ADIDITIOM
T
2ND FLOOR P) ENDZONE 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL
4.7 F FDESIGNATION CONVENTION OF THE LAYOUT SHOWN HERE.
(Ty C_> 99QUIRIFAWMAINOWNDM94 ul
WITH THE TRUSS SHOP DRAWINGS.
C)
RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. A
4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT
5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. W
D array, P.E.
6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE < 3P. o.71457
ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND I NSTALLATION. SEE DE SIGN CRITERIA,THIS SHEET. QT ENGINEERING 03-17-2015
4"CONCRETE SLAB W/
FIBERMESH GENERAL FOUNDATION NOTES
6x6 W1.4 x W1.4 W/VF OR 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE
A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010
8"MIN TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE
r SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED
PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S
28"MAX
NN N RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
VAPOR BARRIE 12' 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT
'MIN>-/A Cf)
6-10" 50-4- SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL
Y 0 �XK X c1r)
SIN FOUNDATION WORK MAY BE REQUIRED. C:)
3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL
FOOTING TO BEAR ON 6"OPT. EXTENSION IN BRICK - - - - - - - - - - PLANS FOR LOCATION OF SLIDING GLASS DOORS.
FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE.
SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. 0 LL
0
12"UNDER I STORY WALL C14
WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 U?
CONTROL JOINT (W) NOTES: T1_
BAR IN BRICK LEDGE 04 M
16"UNDER 2 STORY WALL 1 TIMING Cq
WITH(3)#4 OR(2)#5 CONT
C
CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE 0)
CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING
N H F �NG �E N
T T 0 13'-10" T-8" co 191-01. THE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT. E
S CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE
0 OL'T 'C 0
IF GROUND ADJACENT TO FTG LOPES DOWN ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING.
AND AWAY FROM STRUCTU RE STEEPER THAN co LL
V-0"VERTICALLY PER T-10"HORIZONTALLY, 2. DEPTH _j
CONTRACTOR HAS TWO CHOICES: LL C\�
1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE 9 THE CUT SHOULD BE AT LEAST 1"DEEP, BUT NOT MORE THAN 1 Y4"DEEP.
3. SEALING Ld
OF EOR TO PREVENT EROSION OF SOIL. -7- r— — — — — —
2. USE STEMWALL FOOTING THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC _j a)
I
9 CJ'
bo ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. > =3
0
FOUNDATION KEYNOTES: U) 7t5
9 N�
C)
6x6-W1.4 x W1.4 WWF 8"x8"DEEP THICKENED EDGE <
(2)#4 OR(2)#5 CONTINUOUS - I Fo W/(1)#4 CONT
OR FIBERMESH C\� M
0
-- - -- -------- L- - - - - - - 12"DEEP FTG W/#4 @ 12"
LU
777 04 __1 EW UNDER BOX COLUMN,
�\:\ ZL
FTG TO BE PROJECTED MIN
0
>
-4 9
CID 6"LARGER THAN BOX U)
co IN F - - - - - - - - -- - - - - - - - - COLUMN ON ALL SIDES
0,) - - - - - - - - -
- j i L
VAPOR BARRIER - - -- '7� F - - - - - - -- - - - - - 16"SQxl 2"DEEP FTG W/
16" - Ci F (3)#4 EW 0
7 L
24"SQx20"DEEP FTG W/
P 3OVI DE STEPS (3)#4 EW <
:)ER BUILDER
30"SQx20"DEEP FTG W/ z
0
(4)#4 EW
5-4' 13'-6" 6-6" 6-811 V-82 T-52 3-43" 15'-2"
9 9
F__ 36"SQx20"DEEP FTG W/ U)
U')
I N A (4)#4 EW 'T x a z 7 0
0-4 1- W w
ju� 0�
4"CONCRETE SLAB W/ 7 Ci It EL Cj 0 z x 1 UI
48"SQx24"DEEP FTG W/ :1 In 0 W LL < Z
6x6 W1.4 x W1.4 WWF OR 0 W 2 F- 0 W 0
(5#4 EW,T&B It ILL z CJ L3 0 _j -
FIBERMESH Lr) In o 0 z ui In w L] ui w
0'-0"A.F.F. >. E11L Z w Z Z 0
SEE ARCH. W W W LL
_77
4"CONCRETE SLAB W/ w > Q � 1- 00 7
4� , - b W j) J1 -
'DWGS. ww 0 w w W, Q - 0
6x6 WIA x W1.4 WWF z a (L LLI 0� W
0 M
OR FIBER MESH 8"CMU CHAIR BLOCK W/ U) 0 IL Z
a 0 L W w 0 Z
8"MIN 9 U) Z EL < L9 Ln I w U, I_- — w w
TOP OF SLAB (1)#5 CONT. LU < 0 w w U) 0 w
2-4- T-O" _6" w I W Z
2 Z w j x 0� F- V� Z W < LL
A
---------------- w -
L - - - - - - - - - - CO < ZF- ZWL - [) x _j5 < x
8"x8"THICKENED i aww '12: 11 Q W :3 w
X X X z D
FTG AT STEP-DOWN, REV: 03-24-15 L9 < < 0 w 0 W
0� W U Z w z U, 0 < I w
VAPOR BARRIER 0 - 0 - 1
SEE PLAN ry z 7 x 0 z
VAPOR BARRIER bo Lo
W EE z a W I- Z w In LL x
W Z -X < W 13� L
LIJ w U) z
z Z , w '- 11z � ,,' rj0In '- wz
x >- z< 0 — . < 0
(D ug 0 Z >- LL W w Z Z I —
C14 #4 OR#5 VERT REINFORCING N, \NN 0 t-- F-
Z Zwu < mz - m < � Z � j <
EXTENT OF
UP TO 3 COURSES: 72"O.C. W - z62Lq - LU -j ul - qm - u
PAVERS 0 �- Ij 7mwL3 _
4 TO 5 COURSES- 48"0 C w � z >- z , 0� < !�
< I < L3 z W15 11 �_ �- O�
F- I z w Z
z 0 1 w
d L3 X E)
AVERS B A_ J F 1 0 _j
9 0 Li a. En
rBU,LDERj _j
U-
SHEET NO.:
N, ADDITIONAL#4 OR#5 IN Z
6" 9 6-6" FOOTING TO BEAR ON FIRM A BRICK LEDGE 0 ST-2
UNDISTURBED SOIL
NO 4 OR NO 5 @18"O.C. <
4"CONCRETE SLAB W/91'BEND @ BOTTOM 9.41 VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE FOUNDATION
W/6x6 W1.4 x W1.4 1 19
2'-6" T-13" TO HAVE 6"BEND AT BOTTOM
WWF OR FIBERMESH VARIE 0- PLAN
ST 8"MIN
CAST-IN-PLACE FOOTING SPECS 0 JOB NO.:
L-------
28"MAX 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT RS0603
2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT
IN, NN x SUBDIVISION:
N,
\A� >\ >
MIN�//
0
Atlantic Beach
0
L _ J L MU ST A _j
VAPOR BARRIER L EM LL SECTION LL.
1. SPECIAL CTE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Country Club
I FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <
6"OPT. EXTENSION IN BRICK L -T- 4- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS - LOT NO.:
LOCATIONS ON FND PLAN MAY BE OBTAINED FROM THE ENGINEER OF RECORD. C)
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDX� z 154
12"UNDER 1 STORY WALL ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. >_
WITH (2)#4 OR(2#5 CONT ADDITIONAL NO.4 OR NO. 5 (D FLOOR PLAN:
16"UNDER 2 STORY WALL BAR IN BRICK LEDGE Y-O"A.F.F. 0 Key Largo-B1
0
WITH(3)#4 OR(2#5 CONT (BEYOND Z DESIGNED:
0) f U BLOCK W/
'IDE STEPS TO 4"FLOATING CONCRETE (1 #5 CONT mip
C� PER BUILDER SIM NO SLAB SIM NO SLAB C� SLAB W/6x6 W1.4xW1.4
WWF OR FIBERMESH > REVIEWED:
-7 -
CID X
Lij
U) FINISH DBM
LU
U) GRADE < REVISIONS DATE
N�\
SIM NO SLAB 0.\ CANTILEVERED 03-24-15
tt .. \,//-
A /Z\\//,"\//,,\//, ) L
X/, WINDOWSEAT
X-)/X/
> >
L - - - - - - - - - - - - - - - - - - - - - - - - -
X N
#4 OR#5 VERT
> 0
REINFORCING @
4"CONCRETE SLAB W/ MAX 72"O.C.
6x6 W1.4 x W1.4 WWF OR L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
NN
FIBERMESH
Y-O"A.F.F. w
SEE ARCH.
DWGS. T-O" 28-4-
<
FOOTING TO BEAR ON FIRM z
----------- ADDITIONAL#4 OR#5
4 UNDISTURBED SOIL
IN BRICK LEDGE U)
4" 31'-0"
4
VERT REINFORCEMENT TO 4"OPT BRICK LEDGE 0
N HAVE 6"BEND @ BOTTOM NOTED ON FND PLAN
6-10" 50-4- P,,s E X
CAST-IN-PLACE FOOTING SPECS IT E C H IN 0 L 0 G T
VAPOR BARRIER 1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT
12"UNDER 1 STORY WALL 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT
'4114M
WITH(2)#4 OR(2)#5 CONT V) 0 §jR,,UUU L.,
r
'E
16"UNDER 2 STORY WALL E ALL S ECT'ON (D
WITH(3)#4 OR(2)#5 CONT
OU LD BE EXERCISED BY CONTRACTOR WHEN BACK
CM U ST C MW M W LL P TICU
1. SPECIAL ARE SH
F1 LLING BEHIND A STE A , AR LARLY WHEN IT IS OVER 4 _U
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS "I
4�
MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
if 11011 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
UJ'. 0
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
FOUNDATION PLAN 1 /4
x
w ......
1%erAk%'qjy�P.E.
.,? Ill _
OL"4'
MF
OR
S
E;RE H
8T'
QT ENGINEERING P.E No.71457
03-17-2015
FRAMING KEYNOTE
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
WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO
SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL
SHEET. Cn
3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: 0
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS
BOTTOM CHORD TO SW DBIL TOP PLATE W/10d @ 3"O.C.
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH
FLOOR DECK TO SW DBL TOP PLATE W/I Od @ 3"O.C.
0 U-
4. PORCH BEAM FRAMING NOTES E
C\1
C:
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. C%4 M
NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 00 0
WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT
ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. PORCH 0) 0)
BEAM TO STUDS W/MS24, HTS20,OR MSTA24.
(14 E
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. 04
VORCH BEAM TO TOP PLTW/MS24, MTS12, OR MSTA24. CY) LL
(2)2x4-1/2 (2)2x- WSP HDR-0/2 C\f
CC F C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. LL C:)
2 STUDS LL w NOTE 1 PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR
00 LIJ LO
0 PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR
MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24.
QTA WSP HDR-
Lu D. BEAM ATTACHED TO EXISTING FRAMING z
7 ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS 0
0 U)
z W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. �e
0
5. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED <
AT THIS SECTION ONLY
C\f
6. BLOCK ALL PANEL EDGES OF SHEARWALLS; FASTEN SHEATHING TO ALL
B FRAMING MEMBERS/BLOCKING wl 8d COMMON @ 3"O.C. EDGES,6"(D.C. FIELD w
0
>
U)
(y)
0
C)
WSP HDR-0�/2� y
F-- <
STUDS WD L'U SW3 0-
3 STUDS W 'LU 00 NOTES 3&6 z
0 0
00 TA -' W
w LL (9
WSP HDR-0/2:] QTA -LL (9 F-
< Z)
(2)2xl 0-2/1 SW4 U)
JDS 2 STUDS LL W
NOTIES 3 .00
0 w x 0 z [3
'A QT13 W Uj W 12�
< - 0 Ui
- -3Y2"x Y4"LSL-2/1 EQT�—:Uiw-,T-P It (L Ej 0 z m 0�
0 W LL < Z
w w [I
Ll a -i
U-) in 0 Z W U
R, 0 Z w j j z Z 0
W W 0 M 0� < :) W LL
a > 0 U I
0 U) U1 0
G PACK SOLID BELOVV TRUSS ww w w
z a EL W w w , a
FG02 W/MIN(5)STUDS m W Z
(2)2x6-1/2 M
FASTEN STUDS T GETHER IL z 7- W 0 z Ll
U) z 0 m w W , w w w
11 �- < OMIWWWI- � wm
W/(2)ROWS 1 Od Cc!8"O.C. LLI < w 0 w I I W 0 z L3
06 STAGGERED Z < z U < LL
Cl) *FASTEN EACH HDR.TO ST-7 F- j- 0 < 010ZLI1020
< Z �- ZWLL - Oxj - < [�
U) 0� W :1 0
LU STUD GROUP W/h STA24 :D a w w IL 1 0 w
U) I- M a: W L3 z 0 w z
0 STUDS TO SLAB V LTT20B L9 < En 0 < 2 w
z < U W 0 w F- 0 1 0 z
L EZE t- >1 a < F w in 0�
LI : 0 w z
W Z �x < W L3 < LL. z
w m < W ' I F E L3 U3 w w
Z Z LLI W IL 0� Z Z F- Z [9 1.- j
I ). Z 0 - - a 0 0 < w
L-9 0 z L M w D � z Z I
Z z 0 0 < Z - M< It Z F-
w <
w W -1 W :3 U] w L]
7- L9 2 it EJ -
w z 0 w L9 I.- < O�
Ld < LL
Z < 0� -
< Z >
F- I Z �e z w 0
w w Z <
F3 Y2"x 9 Y4"LSL:-2/:3] (2)2X41/2 m k Z U < EJ X
3 STUDS (2)2x6-1/2 C)f 0 w < I- -i F- 1 0 J
ow -15 z z
00 REV: 03-24 0 1� 01-- - Cq I m < 0 L3 0
GARAGE DOOR DESIGN U. 0
ILL
WIND LOAD(PSF): SHEET NO.:
+21.89/-25.91 z
0 -3
SEE CHANGE IN SW3 ST
G1 PLATE HEIGHT NOTES6
ST-6 D-E—TAILSHEET STRUCTURAL
ST-6 Lxxxxxxx — — — — — 0
j (n W (y) 0- FRAMING PLAN
2 STUDS (Un) Lu LU ct
a. 0 JOB NO.:
0 U) RS0603
<
C-Qj b SUBDIVISION:
a
w 5 Atlantic Beach
@ i
U- ILL.
Country Club
z 'NOTE TO FRAMER' <
Cq 04 LOT NO.:
0 0 2x12 NO.2 SYP LEDGER,
w co IES OF(2) (2)2x6-1/2 z 154
(2j HEADER, FUR OUT AT INTERIOR FACE
2x10-1/1 2x12
OF WALL. NO ALTERNATIVE AVAILABLE. FLOOR PLAN:
CN
LL
z DO NOT FLITCH BETWEEN PL SEE NOTE 3
z 0 Key Largo-B1
0 WSP HDR-Oi2 (2)2x12 CON 0 ADER L y
0 A 1. 0
-i A Z DESIGNED:
-i 2x1 2-2/2 y
< L a!�2--2i
- - - - - - - - - - - MJP
w
NOTE4 '�'—HUC210-2 I- REVIEWED:
BALLOO TZ61E TO 2ND LEVEL DBL TOP PLT X DBM
\—SE, E CHANGE IN Pi w
A 2x8 NO.2 SPF @ 12"O.C. PLATE HEIGHT REVISIONS DATE'
DETAIL, SHEET ST-7
ST-6 ACANTILEVERED 03-24-15
WINDOWSFAT
NOTES
co
(2)2x1 2 1, FLASHING&WATERPROOFING ARE OUTSIDE
2)2x12 PT SYP OF STRUCTURAL ENGINEERS SCOPE&SHALL
BE DESIGNED&SUPPLIED BY BUILDER z
2. BUILDER TO SUBMIT SHOP DRAWINGS OF
PROPOSED HANDRAIL CONSTRUCTION FOR 2x12 NO.2 SYP PT JOISTS @ 12"0. 0
APPROVAL BY EOR PRIOR TO CONSTRUCTION JOIST TO LEDGER W1 LU210
w
&INS
PECTION. RIP TO ESTABLISH SLOPE PER
F OTES
FLA HING A ER R FINGARE 9
W T P 00 S CO OUT'
RAL ENGINEER S PE&S1
&SU pp L Y Ul
S
OF STRUCTU
BE DESIGNED IED B B LIDER
2. BUI LIDER To SUBMIT SHOP AW NG OF
BUILDER <
z
— — — — — — — — — — — — — — —
�22x12�PT SYP - - - - - - - TMT - - -
2x12 PT SYP 0
bL INNNNNIII I �L- — — — — — — — — — —
(2 F2 x 1-2 VT V P
P/,\F x
PT—/
6x6 NO.2 SYP E C H N 0 L 0 G Y1
6x6 NO.2 SYP PT POST FROM
POSTFROM ABOVE,(4)TOTAL
FRONT PORCH FLOOR FRAMING PLAN
ABOVE,(4)TOTAL U), 14 41
STRUC-1�1611, �
ENGJ��E-,R NG
3
J0 - Ti E
w
11011
0 A 1 /4 x
FIRST LEVEL STRUCTUrqUIAL FRAMING PLAN w
a- Derek B. Murray, P.E.
QT ENGINEERING < P.E. No.71457
03-17-2015
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRE-MAUNFACTURED SHEAR PANEL
• INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
00 FRAMING PLAN
• SHEAR PANEL TO SW DBL TOP PLT W/1 Od @ 3"O.C.
49'10" e FLOOR DECK TO SHEAR PANEL W1 1 Od @ 3"O.C.
2"x6"x6'LONC- NO.2 SYP SCABBED 0
RAFTER TAIL;PER TYPICAL WALL 2. TYPICAL BEARING BLOCK
SECTION,SH:-ET ST-5 e BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH
DIMENSION OF TRUSS MEMBER.
ce) "o C) 0') 00 1-- (D - ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS 0
oo r1- (0 LO 04 (0 L0 BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 0 LL
0 C) C:) 0 C) C) C) CD C) C) E
-3 F- F- -a
I m il 3. LEDGER FRAMING NOTES:
- FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT C4
J05 HTS20 J05 EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 11q U)
24"O.C.SPACING) IT —
0
s ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED
LOCATIONS ON PLAN C:
J06 J06 e SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER
L 04
PROTECTION AGAINST CORROSION N a)
- IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK 04
\\ I co
n r
o_, LL
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH
J07 - J07 WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT
LL
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. C:)
Lu L0
J08 - J08 ROOF FRAMING LEDGER:
2x6....................(4) 12d COMMON >
7f— 101- 2 4 71 2x8....................(6) 12d COMMON z :3
J08 J08 2xl 0..................(8) 12d COMMON 0 U)
2xl 2..................(10)12d COMMON U)
60
CIO
C)
FLOOR FRAMING LEDGER(WI NI
J08 J08 PT 2x6................(3) 16d COMMON
PT 2x8................(5)16d COMMON CNI
PT 2xl 0..............(7)16d COMMON C)
PT 2x12..............(9) 16d COMMON `T W
J08 J08 LLI
(D CD (D (0 (D (0 (D (0 (0 (0 (.0 FLOOR FRAMING LEDGER(W/SCREWS�. 0
N (N (N (N (N 04 (N 04 C14 >
D :D Z) Z) D D Z) :D D PT 2x6................(3)1/4"x 4-Y2"LONG#14 WOOD SCREWS U)
J08 - F- F-- J08 PT 2x8................(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS
C) 7 T- T- 1: -r a: PT 2xl 0..............(7)Y4"X 4-Y2"LONG#14 WOOD SCREWS
-r :�2x`12 NO.2 SYP LEDGER,
SEE NOTE 3 FIT 2xl 2..............(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS
FG04 L -1 L -J L -J L J L L
If JIL 0
co - - - - - - - - - - - - - - - - - - - - - - - - - - - - —le - - - - - — N I —
J08 L N C)
x F�ID N X F N X F FGE01 HTS20 4. OVERFRAMING NOTES
NT IT WIT
< < < 'v- L1 TH GEO SY "MIN. <
J08 C) e ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO 2 P
TZ M X u- THA422 -1 F04 s FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W1(3)16d
Fa
z
04 COMMONS MIN. 0
2'- 2'- -2'-T 2'-T-2 -2 THA422j
J08 T T L -r-- J13 s EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT
C) CONNECTOR.
b 10 RIBBON BOARD TO EACH THA422 F05 a ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.-
F1 OOR TRUSS W/�6)1 Od CD W
)V-TACH[DkCH FLOOR TRUSS TC L THA422, U- J13 * FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO LID
J08 -FIRSTFL0 RWALLW1MTE12 m IN RAFTER WHERE APPLICABLE Wt(5)1 Od COMMONS MIN. I* X10 z I C]
F06 a. L] Z 0� O�
W W
�- J13 00 It 0
< N THA422
.L C) ce) m m 04 N 0 RAFTER SPAN SCHEDULE a] 0 W L, < Z
- LIJ
THA422, LL lcj �l �- Q wo
C) C) C) C) 0 o (D O.C. IT 0 -j -
LUMBER SIZE LO 111 0 CI z U ul a W CJ 111
J08 L u- LL u- LL LL LL LL SPACING 0
F06 >. C11L 0 Z W j = M J Z -, 0
`-THA422 J13 2x6 2x8 2xl 0 2xl 2 < w w a] < I < :1 W LL
I 1 0 > �- 013 2
L THA422, 12" z w W LL ul
J07 14'-5" 18-4- 21-4- 26-16" 0 aw w 0 w w
a F Z
U) 0 M CL Z
F06 0 p w �j m 0
16" 13� OCL >- Ww Ulu) w
'THA422 GE01 12'-6" 16-10" 18'-9" 22--l" z 0. < L9 to I W W En w
24" Lu < w 0 w I w 0 Ll
10'-2" 12'-11 164" 18--10" Z < w 10� z
L HTS20 F- 0� Z W < LL
J06, �- F- 0 < 010ZL102 ,00
20 L.LA 5 D.L.#2 SYP z z W LL x -
THA422 F07
CID w w <
C0 W Ll Z 0 0 :1
L9 L1 w w z In 0 1 w
HTS20 L CEILING JOIST SPAN SCHEDULE O� Z z < XIwfpo �- 0 - 1 0 Z
J05 IN W 0 w � z < p will w
O.C. Ll < 0� LL
'THA422 LUMBER SIZE w V Fd x < w
F07 w z
0"'. SPACING wa� < EW2 �- 6d :] Ll - w �
LO (0 1- 1 z zw wo- Lzz :iF zul �-
C) C) C) -------N-- 2X4 2x6 2x8 2x1 0 1 >- z< 0 - - m a 0 0 < w 0
C\1 0 mz >. LwwLn � zz1 -
1 0 z � � F- �-
F07 Z z w <
N cq -THA422 0 < m z
NOTE 11 12" 111-101, 18-4- 24'-7" 26-10" Lij W Z -j I - W :] U) W < CJ
0
< W � 19W0E- IjM � MWIJ
4 - 16" 10.41 16-11 21'-7" 25'-7" < 1: z - z 2: < L1 0 �- < �
�- C) I.- F- yzp[- sez1zw0 wl- a�
2"x6"x6l-ONG NO.2 SYP SCAB �FS01� �FS011 :FS01 -ji 1- -1 z < Li x 0 1 w z <
T- >
BED I L F08 24" 9�4' 13'-11" 17'-7" 20'-11" 2 E i - J - . 1 0 -1
RAFTER TAILS PER TYPICAL WALL z 3:� < I m
04 Ll I-- 10 < 0 �- - uu
FG03 10 L.L./5 D.L.#2 SYP 0
SECTION,SHEET ST-5 C)
f08 bo 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z SHEET NO.:
E BUILDER IN ACCORDANCE WITH FRC R302.12. 0 ST-3A
F08 ROOF FRAMING
0
a- PLAN
F08 0 JOB NO.:
RS0603
15:
F08 SUBDIVISION:
o Atlantic Beach
u- ountry u
2x12 NO.2 SYP LEDGER, F08 <
SEE NOTE 3 FGE03 - LOT NO.:
- - - - - - -4 0 154
(D FLOOR PLAN:
0 Key Largo-Bl
0
Z DESIGNED:
MJP
w
00 REVIEWED:
X
w DBM
0-
NOTES < S DATE
REVISION
1. FLASHING&WATERPROOFING ARE OUTSIDE
OF STRUCTURAL ENGINEERS SCOPE&SHALL *2x12 NO.2 SYP PT JOISTS @ 12"O.C.
BE DESIGNED&SUPPLIED BY BUILDER e JOIST TO LEDGER W1 LU210
2. B DER TO SUBMIT SHOP DRAWING$OF o RIP TO ESTABLISH SLOPE PER
00
PROPOSED HANDRAIL CONSTRUCTION FOR BUILDER
APPROVAL BY EOR PRIOR TO CONSTRUCTION
&INSPECTION. W
z
0
w
00 TRUSS ENGINEERING NOTES; z
19, 31 2T1 0"
T— C14 s UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0
—51'10"8
TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING
i . F- eAPEX
TO THE TYPICAL WALL SECTION SHEET. 0 1
3 Fi- IT E C H N 0 L 0 G Y
o ALL EXTERIORWALLS ARE HELD BACK 1/2" FOR SHEATHING <
U)
'TRVCT ML
Al
At(.
11011
FIRST LEVEL ROOF FRAMING PLAN 1 /4
WE 0
-'Z/V
At
illpff? Murray,
QT ENGINEERING < P.E. No.71457
03-17-2015
FRAMING KEYNOTE
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
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: 0
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS
BOTTOM CHORD TO SW DBL TOP PLATE W/1 Od @ 3"O.C.
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH co
FLOOR DECK TO SW DBL TOP PLATE W/1 Od @ 3"O.C. 0 —j
0 LL
4. PORCH BEAM FRAMING NOTES N E
LO
1-: C:
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. 04
NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT OR 0
WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 0
ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. PORCH 0) 0)
BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I C:
E
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV.
C%j
PORCH BEAM TO TOP PLT W/MS24,MTS1 2,OR MSTA24. Cf) LL
-j
C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. LL C\f
PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR C:)
PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS1 2,OR LLI
-j
MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24.
2S 2 STUDS 2STUDS 2 STUDS LL LU D. BEAM ATTACHED TO EXISTING FRAMING z
TUDS LL Lu U) CN U) N 0
Z) C:) ............................. 0 U)
ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS 0
MSTA36 QTA QTB of
(D W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS.
5. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED
A-1
AT THIS SECTION ONLY
cli cu
0
4t
WSP HDR-0/2 P HDR-0 LIj
F ws
>
U)
WSP HDR-07/27]
<
z
C0 0
It x 0 z 20
r- ww < - 0
IL Lj 0 z 0� ly LO
C1 W LZ < z
w
01 It LL. 0 0 2 H 0 W 0
U') UI 0 0 z P L3 C) -j -
Z 0 Ul 0 W 13 U) 0�
Z w _j z Z [I
w w - 0 m :) Uj LL
b w O� > D C) L3 2
W W 0 w L, U) to
z W w
WSP HDR-0/2 CN 0 a- W 0� F- o�
CI M a. - w Z 0
. Z W fj M 0 z
WSP HDR-0/2 C/)
C/) z 0 Ul U) w
LLI 4 EL i.- < 19 U1 W W U] w m
w w F- I I w 0 z 0
Z O� Z W L
F- z LL 1 0 0
C/) z z w LL x
::) Ld W IL :E Q� w -j C) < p�
a- 00 0� W Ll Z 0 w
a- L9 < 1� L3 w w Z m 0 < 2 W
0 Z z x 0 z
F- d pw 0] m E
w E w z
LLJ w W z -x < W LL.
co d W O� W L3 :1 U) - Z
Z ca w w
Z Z w w IL E z j z
- 7 > z < 0 - 1 0 0 L9 w
Uj L9
z >. L ww I Z Z 1 -
> Z z 0 0 Z -
w
Uj LL LLI w _j I - W n w
z W L9 1- 13 -
W 2 W
fj) z
z < z < 13 W6
F�T�m�� /2 ***NOTE TOfRAME z p
04 R F- :3 z W Ix
z L3 L3 m 0 1 W 0 Z <
00 0 w - I z 0 j
z 0 z < � 6
W 00 DO NOT FLITCH BETWEEN PLIES OF(2) a 0 a 0 0
x I WSP HDR-0/�2:]
2XI 2 HEADER, FUR OUT AT INTERIOR FACE LL
Et OF WALL. NO ALTERNATIVE AVAILABLE. z SHEET NO.:
z § 0
0 (2)2x12 CONTINUOUS HEADER ST-4
0
<
(2)2x12-1/2 (2)2�02-1/2 MIN(9-4--)LONG STRUCTURAL
0
(L FRAMING PLAN
NOTE 4 �HUC412 0 JOB NO.:
BALLOON FRAME TO DBL TOP PLT
W/(2)2 8 NO.2 SPF @ 12"O.C. (2)2, P2 )&FASTEN jBOT7T0M RS0603
PLATE TO FLOORI SUBDIVISION:
TRUSS @ 3"O.C.
o Atlantic Beach
LL
< Country Club
LOT NO.:
�2 X 11 Y4" LSL 3 Y2"x 11 Y4"L�
z 154
(D FLOOR PLAN:
Key Largo-B1
z DESIGNED:
mip
— — — — — — — — — --
(2)2x!2 �212xjz REVIEWED:
L..................=A
x
w DBM
•6x6 NO.2 SYP PT POST,(4)TOTAL SEE TYPICAL PORCH <
REVISIONS DATE
•EACH BEAM TO POST W/(2)MSTA24 SHEATHING DETAIL,
•EACH POST TO FIRST LEVEL POST W/ SHEET ST-6.
(2)MSTA36 OR(2)CS18
C0
0
>
0
LU
z
U)
0
eA FPP,-.,,,E X
T E C H N 0 L 0 G Y
<
Cl)
R-[LICOTY11
RL§IPEF,
A
's
I 1 110111 uj�
01
1 /4
SECOND LEVEL STRUCTURAL. FRAMING PLAN X 0
W
L E N
a. DerqhjEj.iM6r1ray, P.E.
QT ENGINEERING P.E. No.71457
03-17-2015
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRE-MAUNFACTURED SHEAR PANEL
• INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
• SHEAR PANELTO SWDBLTOP PLTWI 10d @3"O.C.
• FLOOR DECKTO SHEAR PANELWI 10d @ 3"O.C.
C:)
2. TYPICAL BEARING BLOCK N
a BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH N
DIMENSION OF TRUSS MEMBER. (y)
9 ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS _j
BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. LL
C\1
3. LEDGER FRAMING NOTES:
C
• FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT 04
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX CR
24"O.C.SPACING)
• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0)
LOCATIONS ON PLAN I
• SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER 1141
CN E
PROTECTION AGAINST CORROSION 04 Q)
• IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK c1q
CY) LL
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT _j
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. LL
C)
Ld L0
30'l 0" ROOF FRAMING LEDGER:
2X6....................(4) 12d COMMON > :t:!
2"x6"x6'LONG NO.2 SYP SCABBED 2x8....................(6) 12d COMMON z :3
RAFTER TAILS PER TYPICAL WALL 2xl 0..................(8) 12d COMMON 0 W
SECTION,SHEET ST-5 2xl 2..................(10)12d COMMON U)
�e Cn
FLOOR FRAMING LEDGER(WI NAILS): 0
C14 CY) 04 m mt LO LO m <
C:) C:) 0 C:) 0 C:) CD CD CD CD 0 0 0 0 CD C�l PT 2x6................(3) 16d COMMON
PT 2x8................(5) 16d COMMON C14 CU
PT 2xl 0..............(7) 16d COMMON
iol iol PT 2x12..............(9) 16d COMMON LU
(2) HTS20 (2)HTS 20 FLOOR FRAMING LEDGER(Wt SCREWS): F- 0
PT 2X6................(3)Y4"x 4-Y2"LONG#14 WOOD SCREWS U)
J02 J02 PT 2x8................(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS F-
PT2x10..............(7)Y4"X 4-Y2"LONG#14 WOOD SCREWS
PT 2X12..............(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS
0
J03 J03
4. OVERFRAMING NOTES
* ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. <
J04 J04 s ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. 0-
* FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W1(3) 16d z
--71 11 -71 COMMONS MIN. 0
a EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT F-
J04 J04 CONNECTOR.
e ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
e FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO
LO
RAFTER WHERE APPLICABLE Wt(5) 10d COMMONS MIN. It x 0 z 7_ 0
J04 J04 r- W W
1q, a. cj <
Z M W Ul
RAFTER SPAN SCHEDULE Ul 0 Uj j, < Z
1 C3 �z W 0
O.C. z _j -
LUMBER SIZE LO U1 0 0 - P Cj Ul 0
J04 J04 SPACING J M Z 0 w Ll 91 m
>- [L 0 z w j j z z 0
2x6 2x8 2xl 0 2xl 2 W W < :1 W L
0� M > Li 2
d �w W W LL La (n -
0 z w 0 w w J
12 14'-5" 18'-3 21-4- 26-6" 0 11 W m P E
J04 U) 0 0 M [L Z t: w z
0) 0') 16" 0� 0 1 W I__ w j M C) Z fj
C14 J04 04 12'-6" 151-101, 18'-9" 22'-l" U) Z IL Ul En
LLI < �_ < 0w1wwwI- @w
24" 81 w OwF- IIWOZQO�
3"
1 0.,
10'-2" 12'-11 164" 18-4- Z < I M Z W < LL
J04 �- 1.- 3 0
20 L.L./15 D.L.#2 SYP 0 < 0 1 0 z L 1 02 Q
(/) < z �- z w I. x -
J04 owwo. :[ a - OWJO < G�
a W Ll Z 0 0 D
V611 19 < m 0 w w z w 0 < Z w
CEILING JOIST SPAN SCHEDULE z < - 2:
J04 z x Iw- 0 1-- C3 11 z
< F w
Uj w Z 0 < m w
O.C. w Z X W
/Z LUMBER SIZE LIJ w LL
J04 SPACING z wm < 0� w2PE (j :IL1 WL
W W IL M Z
Z :] �- ZUIF-
0 vo A', � :E >- z < 0 _ _ 1L0 [3L9 < w0
2x4 2x6 2x8 2x1 0
(D L9 0 Z >. LL M w 1 Z Z I
J04
Z Zw13 < aiz - m < z
12" 111-101, 18'-8" 24'-7" 26-0" LLI W J
J04 Z 0 2 - W :3 Ul w < 0� U
< W - MWOI.- � � ff WEJ -
v 3 16" 10--g., 16-11" 21'-7" 25'-7" :E < Z >- z I < [j 0: 0 1- < �
7=� H I Z :) z w 0 w i-
J04 m 0 1 W
9'-3" IT-1 1"
J04 - 0
24 1T-7 20'-11 Q <
N 0 w 0
z < z
0 Li 1- 0
10 L.L./5 D.L.#2 SYP
v _j
J03 J03 LL
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z SHEET NO.:
BUILDER IN ACCORDANCE WITH FRC R302.12. 0 ST-4A
J3
V .15 -.- - M i , I-_
J02 02 <
'/0
ROOF FRAMING
T 0
7 PLAN
co W)6 co N
iol C) CN Jol
P-1/4 __3 0 JOB NO.:
N _1��—(2)HTS20 HTS20 RS0603
Z� <
9 0 SUBDIVISION:
o Atlantic Beach
_j
T20 -- Country Club
<
HTS20 LOT NO.:
HTS20
T21 z 154
(D FLOOR PLAN:
J03 J03 0 Key Largo-B1
0
Z DESIGNED:
J02 J02 mip
REVIEWED:
x
iol iol w DBM
H In I _� N h r :% REVISIONS DATE
C0 MT 19T 1q" 'IT mq* (y)
C:) C:) C:) C:) o C:) 0 C:) C:) 0 C:) 0 C:) 0
'19
2"x6"x6LONG No.2 SYP SCABBED 0
RAFTER TAILS PER TYPICAL WALL U,
SECTION,SHEET ST-5 z
3' 27'10" 0
30'l 0"
TRUSS ENGINEERING NOTES: <
z
C0
Z)
• UNLESS SPECI ICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0
I-_
TRUSS TO TOPIPLATE CONNECTIONS SHALL BE ACCORDING EX
TO THE TYPIC�L WALL SECTION SHEET. �TE C H N 0 L 0 G Y
• ALL EXTERIORWALLS ARE HELD BACK 1/2" FOR SHEATHING LL.
C/) L
G
�4
I 1 11011 W
SECOND LEVEL ROOF FRAMING PLAN 1 /4
%
1,,,,"Al , erp. r a , P.E.
< ill Nd%71457
QT ENGINEERING
03-17-2015
TRUSS OR RAFTER TO 2x NO.2 SYP BLOCKING TO FIT [RECOMMENDED QUICK TIE PLACEMENT PROCEDURE (2)MS24/MSTA24 OR
TOP PLATE W/H4A OR TIGHT BETWEEN TRUSSES,(3)10d -_QT CONTINUOUS FROM 2ND QTA TO HEADER
COMMON TOE-NAiLS @ EACH END 1 . P CE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL TOP PLT TO SLAB
TLOK06, UNO ON ROOF SHEATHING TO BE CONTINUOUS TO m BELOW
FRAMING PLAN HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS
BLOCKING,3/4"BETWEEN TOP OF
WOOD PANEL AND CENTER OF LOC#ATED DIRECTLY OVER STUD COLUMN.
FASTENERS 2. PLjkCE QT's WITHIN 3" OF BEARING WALL END STUDS.
w
TRUSS OR RAFTER TO TOP PLATE W/HA4 w CIO
3. PLjkCE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT co
OR TLOK06, LINO ON ROOF FRAMING PLAN 11) 0
w MINIMAL UPLIFT WALLS
(D
EXTERIOR WALLS. QTA @ MAX 8FT O.C. FOR TRUSS 2x6 x 6'LONG NO.2 SYP
�j 4. PLjkCE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN.
SPANS OF 20 FEET OR LESS.QTA @ MAX 48"O.C. OVERHANG RAFTER CO
FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.0 SCABBED TO TRUSS TOP 2x6 x 6'LONG NO.2 SYP
1 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED 0 _j
ON PLAN.SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 1 Od @ OVERHANG RAFTER TYPICAL TYPICAL TYPICAL 0 LL
ON SHEET ST-1 FOR TYPICAL INSTALLATION. 6"O.C.,STAGGERED; U.140. SCABBED TO TRUSS TOP HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @III I ISPACING UNO SPACING UNO SPACING UN01 111111 04 E
CHORD w/MIN(16)10d LO
INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 ON COMMON NAILS 1811 O.C. MAX, MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11
C14
PLAN ,SEE TABLE 6: QUICK TIE CONNECTORS ON I III (X� 0
EMBEDMENT 0)
SHEET ST-1 FOR TYPICAL INSTALLATION TYPICAL QTA @ MAX
TRUSS OR RAF7ER TO TOP C)
MAXIMUM EX ERIOR 48"O.C., MIN(1)PER M 0)
STUD SPACING PER TABLE 3: PLATE W/HA4 OR TLOK06, UNO SHEARWALL
WALL STUD SPACING. ROOF BEARING ONLY. ON ROOF FRAMING PLAN --ERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS (QTA REQUIRED FOR
AL N E
III Sw Sw ROOF LOAD BEARING N
WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF 1 . GAE!LE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES 111,111 1 WALLS ONLY) N
LL
STANDARD HEEL CONDITION RAISED HEEL CONDITION DO IOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8:
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) LL cl�
C)
SPECIFIED SHEARWALLS, SHEET ST-1 . Ld
2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY
STUD SPACING PER >
TABLE 3:MAXIMUM BE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD z
EXTERIOR WALL STUD FASTEN BOTTOM PLATE TO GABLE 0 W
SPACING. ROOF AND TRUSS W/10d COMMON @ 6"O.C., UNO. ATAPPROXIMATE MIDSPAN WITH A Y2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT CABLE CONTINUOUS co
FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL C)
DBL TOP PLT TO <
INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 I 'i
3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE SLAB
ON PLAN
7777777777,1777=777
SHOWN, QT`S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER
TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1 . w
TYPICAL: BOTTOM PLATE F_
TO RIBBON BOARD W/10d FLOOR TRUSS 2ND FLOOR END 0
@ 6"O.C. C0
7 BY OTHERS STUDS TO 114-
-1 L 1ST
TRUSS BY OTHERS HEADER TO TOP PLATE FLOOR HEADER W1
GABL FLOOR
OUS 2x4 CONNECTION PER HEADER (2)MS36/(2)CS18
RIBBON BOARD FRAMING NOTE 3 ON ST-1. WITH(9)10d EACH 0
CONTINU I I D 48" END OR QTA
2x4 NO.2 SYP DIAGONAL BRACE @ 7�� NOTE3
O.C. DIAGONAL BRACE TO FLOOR
WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE Wt(3)10d NOTE 1 &2 ICAL
COMMON TOE-NAILS AT EACH END. I I ISPAC ING LINO TYPICAL QTA @ MAX <
111 48"O.C., MIN(1)PER 0-
FASTEN GABLE TRUSS TO DBL TOP SHEARWALL z
PLATE W1 8d COMMON @ 6"O.C., LINO (QTA REQUIRED FOR 0
F_
Sw ROOFLOAD
WALL SECTION AT FLOOR _L __L1- - - LL - 1-11111 BEARING WALLS
ALT. WALL SECTION AT FLOOR - - - - - - - - - ONLY)
PERPENDICULAR FLOOR TRUSS CONDITION I I LO
PARALLEL FLOOR TRUSS CONDITION IF REQUIRED QT It x 0 z 20
(THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) III I`_ W W 13�
(THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER 7-ADDITIONAL STUDS 'IT 0 < iom ,
THAN OPENING REQ.IF QTO,SEE &L 1-13 In 11 W m, < z
WIDTH, PRESERVE j, 0
z TABLE 6:QUICK TIE z lwnu, ,- Qow, �
TYPICAL JF LIFT QT SPACING AND DO U3 11 0 - �- z o UJI w C 3 (zli w
, SHEET 10 Z W
ANCHORS >. 11L
CABLE NOT INSTALL QT --BOTTOM PLATE ST-1 W W
ANCHORS 9 24" <, nz w
EACH SIDE OF ow� m > 06W �W- 22w �
GABLE END TRUSS OPENING(U.N.O.ON O.C.MAX z wo I w E �w_ mw j o - 0
PLAN) 0 Ca [L Z t >- wz �_ o
U) a
w zmLF1,>, w. ,w: 1- mwm` oz2
TYPICAL BOTTOM PLATE ANCHOR @ MAX w w ow �- Iwwm ,- � wm
z If]
48"O.C. EXCEPT AT SHEAR WALLS. SEE TLOK06 @ 32"O.C. 4 1 < j 13� ZW LL
I I I I I I I I I I I I I I I - - - - - - - - - - o o Z LL 0- o 1 0
TABLE 8:, SHEET ST-1. (8"EMBED INTO z �- z W LL - 0 XW j 6 <
STEMWALL,6"EMBED INTO CONCRETE STUD SPACING PER T _,7- - - F[ - - T wm w IL 0 D
11
EXCEPT AT HOLD-DOWNS.SEE TABLE 7: TABLE 3:MAXIMUM CORNER INSTALLATION
EXTERIOR WALL STUD (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90'&45'CORNERS) � z XWF Q < F -wwi.� 2 ,�
W 'm, Fj OZ '- LZ
SPACING.ROOF AND TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR w -x 4 , C3 Z
FLOOR BEARING. 2x WOOD STUD WALL I. (1)QUIC�-TIE ALLOWED @ CORNERS OF TYPICAL WALLS W1 z ww1 < w,1aw2, ,z- EPi2Uz, 6ww
z w
SHEARWALL
(2)2x TOP PLATE OVER HEADER SHEARWALL 0 o 0 <
OVERLARPING PLATES. 19 L9Z >. LL (0w11 :1 � zz ,1 -
2. QUICK-TI LOCATED IN WALL WHERE THE UPPERMOST TOP Z
4 <4 4 �j QUICK TIE TO FOUNDATION w Z 0 a w LU 13, <
4 PLATE 0)fERLAPS THE LOWER TOP PLATE. TYPICAL UPLIFT ANCHOR INSTALLATION FOR w 19 W L9 Ul fj
I - M 0i:
3. IF PLATEE ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE < Z >- z1 < 0 M � ow <
�_ F- 1ZPF- 2DZ .w W ' Lt
w z <
EACH SIE E OF CORNER Z Ll < a m 0 1
SECOND FLOOR WALLS AND SHEARWALLS 0 W Ll F- _j
Z
ADDITIONAL 0 0 F- EL m < 0 F - L3 Ll
x\ ANCHORSPER _j
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(BUTT JOINTS). 0 ST-5
2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR Y2"DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION
IN POWERS AC1 00 TEAL OR GOLD EPDXY ANCHORING, OR SIMPSON Y2"DIA.x 6"LONG TITEN HD INSTALLATION AT GABLE WALL <
SCREW ANCHOR.SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXYANCHOR 0� TYPICAL WALL
MUST BE USED IN STEMWALL FOUNDATIONS. 0
NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT 0- SECTION
3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES.MIN 1 3/4"OTHERWISE. 7/8"DIA F OLE 7/8"DIA HOLE 7/8"DIA HOLE 1"DIA HOLE EPDXY OVERSPILL w
FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE CENTEFED V HEX NUT CENTERED _�IV HEX NUT CENTERED Y2-"HEX NUT CENTERED HEX NUT QUICK TIE 0 JOB NO.:
4
\7
IN TOP PLATE //_/`i,_2"x 2"x Y8"STEEL WASHER IN TOP PLATE 4 IN TOP PLATE--\ 3"x 3"x 3/16"STEEL IN TOP PLATE--\ 3" 3" i,---P.T.2x BOTTOM PLATE
QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. 2 Y, X 2 Y4"x Y8"STEEL X, X�/16"STEEL
WASHER WASHER WASHER RS0603
I /`i I //`L <
WALL SECTION AT FOUNDATION (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE 2x TOP PLATE MIN EDGE DISTANCE 0
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) w SUBDIVISION:
o Atlantic Beach
INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL EXTERIOR EDGE _j
13/8"DIA 1%"DIAT OF CONCRETE PI AN VIEW LL
WASHER WASHER < Country Club
TYPICAL WALL SECTIONS PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW
(5) 1 Od TO HEX NUT Y" HEX NUT W/1V DIA 5X" HEX NUT W/1Y4"DIA LOT NO.:
TOP PLATE V HEX NUT 2 8 C)
8
7/8"DIA HOLE 7/8"DIA HOLE 7/8"HOLE WASHER 1"DIA HOLE WASHER QUICK TIE 154
A, EPDXY OVERSPILL z
CENTERED 2"x 2"x Y8"STEEL WASHER CENTERED 2%4"x 2%4"x Y8"STEEL CENTERED 3"x 3"x Y16"STEEL CENTERED 3"x 3' X Yir,"STEEL
HE
LS18STRAP IN TOP PLkTE IN TOP PLATE WAS R IN TOP PLATE WASHER IN TOP PLATE WASHER DIA HOLE IN P.T.2x BOTTOM PLATE
2 (_q FLOOR PLAN:
FASTEN BOTTOM PLATE TO BEAM(OR (2)2x TOP PLATE I /t-(2)2x TOP PLATE (2)2x TOP PLATE /+-(2)2x TOP PLATE BOTTOM PLATE-\
�1'�DER)W/10d COMMON @ 6"O.C., UNO. (5) 1 Od TO 0 Key Largo-1311
STUD
0
EMBEDMENT Z DESIGNED:
WALL SHEATHING TO BOTTOM PLATE, SEE TABLE 2:WOOD STUCTURAL
3"QUICK TIE
PANEL SHEATHING REQUIREMETNS ON SHEET ST-1 FOR EXTERIOR 8
WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF STEEL SWEDGE C) MJP
V QUI K _Y,"QUICK TIE V QUICK TIE 3/16"QUICK TIE Y2"QUICK IE 4"QUICK TIE %11 QUICK 6.QUICK TIE
SHEATHING FOR INTERIOR WALLS. ,�Y
CABLE TO STEEL SWEDGE CABLE TO STEEL SWED CABLE TO STEEL SWEDGE CABLE TO
STEEL 3WEDGE REVIEWED:
FOUNDATION FOUNDATION FOUNDATION FOUND'ATION CONCRETE x
ALTERNATE STRAPPING METHOD FOR WALL TO BEAM, HEADER, OR FOUNDATION LLI DBM
GIRDER 0-
MIN 2500 psi ELEVATION <
TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8frSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION REVISIONS DATE
TO BEAM/GIRDER BELOW WITH MS36(OR CS1 8) -
W/(1 8)1 Od COMMON @ 32"O.C.
TA(1/8")-TOP PLATE CONNECTION 12 1 QTB(3/16")-TOP PLATE CONNECTION 3 QTG(1/4")-TOP PLATE CONNECTION 14 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 BELOW NTH MS36(OR CS1 8)WITH co I
(18)10d COMMON.- STUD TO TOP PLATE CONNECTION 31 EPDXY OVERSPILL EPDXY OVERSPILL �116"QUICK TIE-,\, /'-EPDXY OVERSPILL N
16' 0.UICKTIE Y4"QUICK TIE �,-P.T.2x P.T.2x BOTTOM PLATE
SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAWGIRDER P.T.2x BOTTOM PLATE I BOTTOM PLATE
BELOW WITH(2)MS36(OR CS1 8)WITH(18)1 Od COMMON I.. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP SIDE VIEW FRONT VIEW FRONT VIEW
I PLATE CONNECTIONS AT THE END OF SHEARWALLS AS MIN EDGE DISTANCE MIN EDGE DISTANCE MIN EDGE DISTANCE TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED
EACH.
0
NOTES: WELL AS AN ALTERNATE STUD TO TOP PLATE CY)
U-1
1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN
WOOD FLOOR 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. 00
TRUSSES BY EXTERIOREDGEi EXTERIOR EDGE--/ EXTERIOR EDGE--/ <
WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE PLAN VIEW PLAN VIEW z
PLAN VIEW
OTHERS 3. EXCEPTION:SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD OF CO�CRETE OF CONCRETE OF CONCRETE
CONNECTIONS MUST BE INSTALLED ON THE SAME FACE
EACH SIDE OF OPENING. AS THE LS18. 5/16.QUICK TIE CL
3. Y4"QUICK TIE 0
EPDXY OVERSPILL EPDXY OVERSPILL I-_
16'QUICK TIE EPDXY OVERSPILL
SECOND FLOOR TO BEAM OR HEADER CONNECTION Y4"DIA HOLE IN P.T.2x BOTTOM PLATE 200)
CIA H0 DIA HOL
2
3
V
W
A
IN
Q
*E TE
.E
TI /-Y. IE 4 Q E 16
I
CA �TEDGE
_+AB
T
IEDGE C CA
FOU FO
.1 1-1/T
2 LE IN P.T.2x BOTTOM PLATE EIN P.T.2x BOTTOM PLATE BOTTOM PLATE E X
BOTTOM PLATE--\ I
BOTTOM PLA E--\ 3 0,
OR OR
GREATER/ GREATER/
V QUICK TIE 1/4 1/4" <
31,QUICK TIE EMBEDMENT Y2"QUICK TIE �t
TYPICAL WALL SECTION NOTES: 8 EMBEDMENT STEEL SWEDGE ,.�EMBEDMENT U) ST R U®r- RAL
STEEL S EDGE STEEL SWEDGE
1. ALL TOP PLATES ARE TO BE BUILT WITH (2) 2x NO.2 SYP FASTENED W/(2) ROWS I Od @ 8" O.C. STAGGERED (UNO). C12fiO(N IN
CONCRETE �TLOKOIS
MINIMUM 48" LAP W1 MINIMUM (20)1 Od IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. K06 TLOK06 -
CONCRETE 14TLO
2. 1 ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. CONCRETE FOUNDATION 0
FOU14DATION FOUNDATION
3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. MIN 2500 psi z
MIN 2500 psi
MIN 1500 psi ELEVATION ELEVATION
4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS ELEVATION TLOK06 TRUSS TO DOUBLE
Lu
5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK
N 7, 8 QTO(6/16")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION
6 QTB(3116")-BOTTOM PLATE CONNECTIO QTG(1/4")-BOTTOM PLATE CONNECTION
ile'ra'r,� E.
CO
SH
L
0
M
H
T
M
TB
0
H
I
E
B CK N,
W OD P�
FASTENE
W
w
LU
jI
QUICK TIE CONNECTION DETAILS QT ENGINEERIN I 1' 1 NIQ.17'457
03-17-2015
(1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO
OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
APPROXIMATE 45*ANGLE TO NO LESS THAN(3)TRUSSES.
I I I I I I 11
7 Y4"MAX 16"MAX —CONTINUOUS LATERAL RESTRAINT
2x NO 2 SYP NAILER FASTENED--------\ (CLR). QUANTITY AND LOCATION
TO DOUBLE TOP PLATE W1 12d 2x4 NO.2 SYP CATS @ 12"O.C. 2x4 NO.2 SYP NAILER TO DEFINED BY TRUSS SHOP DRAWING.
COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE I \ - I Cn
ADJACENT TRUSS Wt(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS F co
OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W1(3)1 Od W/10d COMMON @ 3"O.C. C)
COMMON TOE-NAILS.
04
TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD (y)
TRUSS BOTTOM CHORE)
APPLIED TO EITHER\— IF LATERAL RESTRAINT MUST BE
7/16"OSB SHEATHING FASTENED SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 0 LL
N E
FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH TO NAILER W1 8d COMMON @ 3" DO SO WITH OVERLAPPING BRACES _0
OTHER WITH(2)ROWS OF(4) 10d OTHER WITH(2)ROWS OF(4) 10d O.C.AND TO DOUBLE TOP PLATE KING AND JACK STUDS LIKE THIS(TYP E RYWHERE C
W1 8d COMMON @ 3"O.C. C14 cu
COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD PER ENGINEERING CR 0 (n
FASTEN TOP PLATE TO EACH
7/1 DS '/16"OSB ATTACHED TO STUDS OTHER WITH(2)ROWS OF(4) 10d GARAGE DOOR BUCK/JAMB NAILED 0)
6"OSB ATTACHED TO STU COMMON BETWEEN EACH STUD TO STUDS W/(2)16d COMMON OR
WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" O.C.
12d CC NAILS @ 16
O.C.ON EDGE, 12"O.C.IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. �46"OSB ATTACHED TO STUDS TRUSSES NEEDING BRACING 04
WITH MINIMUM 8d COMMON @ 3":1 04 a)
04
O.C.ON EDGE, 12"O.C. IN FIELD. WEATHER STRIPPING/STOP ce)
GARAGE DOOR LATERAL BRACING - MULTIPLE TRUSSES
c)
OPTION 1 OPTION 2 OPTION 3 'k-1- -------F-------7 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 _j LID
_j 0
-------------- CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. >
F;;q 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS z =3
INTERIOR SHEARWALL DETAIL NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0 W
2x6 SYP GOAL POST ATTACHED 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). U)
1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS TO STUDS W/(2)ROWS OF 3�/2" NOTE: 5. DESIGNED PER BCSI-133,2007.
t
BOTTOM CHORD TO DOUBLE TOP PLATE WITH 1 Od AT 4"O.C. GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR
1
2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE GOAL POST ATTACHMENT,THE GARAGE < _0
THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED DOOR SUPPLIER MAY SPECIFY A FASTENING -
rr 04
ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK 0
PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, Nt T_
SPECIFICATIONS THROUGH THE GOAL POST. CONTINUOUS LATERAL RESTRAINT WEB LLJ
-16"MAX 16"MAX _j6"MAX BRACE SUBSTITUTE 0
GARAGE DOOR JAMB DETAIL WEB MEMBER SPECIFIED ALTERNATE BRACING U)
SIZE CLR TORL SCAB
2x4 I ROW 2x4 (1)2x4
2x4 2 ROWS 2x6 (2)2x4' 0
T-BRACE FASTENED TO 2x6 1 ROW 2x4 (1)2x6 0
WEB Wt 1 Od AT 6"O.C. 2x6 2 ROWS 2x6 (2)2x4-
ROOF DECK
2x8 I ROW 2x6 (1)2x8 <
TRUSSES PARALLEL TO WALL: ROOFTRUSS 2x8 2 ROWS 2x6 (2)2x6' z
2x4 SPF(MIN) NAILER FASTENED OR RAFTER L-BRACE FASTENED TO 0
TO DBL TOP PLT W/1 Od @ 3"O.C. WEB W/10d AT 6"O.C.
2x4 SPF(MIN) V/ SINGLE TRUSS BRACING
TRUSSES PERPENDICULAR TO WALL: BLOCKING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U)
2x4 SPF(MIN)BLOCKING BETWEEN EACH RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE U-)
BETWEEN EACH TRUSS.FASTEN TRUSS. FASTEN TO It x 0 z 20
SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. r- W W 0� < - 0
TO DBL TOP PLT W1 Od @ 4"O.C. BEAM w11 Od @ 4"O.C. WEB W1 10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR NT IL CJ 0 Z W W
r,� < :3 U) 0 W LL < Z
- - - - - - - - 'IF(2)BRACES ARE SCABBRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. It L 0 1 w �1 I- n w 0
Ul 0 0 1- Cj L1 - 0 -1 -
REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND LO Z [] Ul a w tj U3 0�
TRUSS TO BEAM WITH J6"MAX a6"MAX . < [- w w 0 m < 0� < :1 W LL
J6"MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. 1, � >- �', 0 zw _J � E -jzzo
OR THICKER CDX HA4 OR TLOK06 0 0� W > a Fn �- 0 Li 2
W 0 w w jw w 0 6
OR OSB FASTENED TO PERMANENT WEB BRACING z L W w F m 0
TRUSSES, RAFTERS U) all co 0. z - >- W z [_ 0
w 0 0. >- W W �_ W _Imdza
OR BL U1 U] - W W
2x WALL FRAMING OCKING W/8d U) za. [_ < [9U11wwUj Ul
COMMONS @ 3"EDGE, PORCH BEAM w < tj 0�
w 0 w I w 11 Z <
Z < j E m F- 0� Z W U-
12"FIELD. H 0 < [] CL 0 -3 El
PORCH BEAM TO POST: U) < Z �_ ZwLfziLlajo
x J a < O�
WOOD STRUCTURAL N, w w
(1)MSTA24 C0 W Li Z 0 0 :3
SHEATHING POST TO SLAB: 19 0 W w W in 11 <
0� z < X 01- 0 - 1 0z
z �- - < Fww !� ME
ABU POST BASE ANCHOR LLI E2 - 0 w z tj � m LL
w11z ->� < w
OR DTT2Z wp� < WW2F- 6 Liz) U, - w �
Z Z W w 0. 0� Z Z :] F- Z Ul [_ z
(UNLESS NOTED OTHERWISE) 1 >- z < 0 - - 100 < W0
0 5 0 z >. L w w I D w Z z I
TYPICAL PORCH SHEATHING DETAIL, Z z Q
w 0 < m z - a z
THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES w W j y - W
z 0
2x6 19 W L9 U] < EJ L]
I Z O� W LL
UNLESS NOTED OTHERWISE. < w z I < L3 � I <
z w
0 Z 2 :)
X4 z 0 < L3 0� 0 1 w w Z <
2 QTO 0
E2 . 0 w < �_ J �_ I 0 .j
SHEATH INSIDE FACE ONLY IF NOTED 0 _ Uf- � �Nlm 0
<
ON FRAMING PLAN. ACCEPTABLE TO FASTEN STUD TO
STOP SHEATHING AT GOAL POST CORNER STUD GROUP W/
2-ROWS 1 Od @ 6"O.C. z SHEET NO.:
-- —— — —— STAGGERED. STOP NAILS 0 -6
NO 2 SYP DOUBLE AT BOTTOM 24"OF STUD ST
FOR CONNECTOR
ROOF DECK FASTENED W/8d in' 'I w STRUCTURAL
TOP PLATE x
RINGSHANKS @ 3"O.C. ON SINGLE 2x4 NO.2 INSTALLATION 0
DETAILS
EDGE,AND 6"O.C. IN THE SYP TOP PLATE (2)MSTA36/MS36 TO INSIDE Q'T`0' EXTERIOR WALL SHEATHING w —
FIELD. ROOF DECK FASTENED OR OUTSIDE FACE OF WALL 6"+\- JACK AND KING STUDS. SEE 0 JOB NO.:
W/8d RINGSHANKS @ NO 2 SYP DOUBLE PLAN FOR QUANTITIES. (-' RS0603
3"O.C. ON EDGE,AND TOP PLATE GARAGE RETURNS TO BE PLAN VIEW <
FRAMED AS 2x6. 0 SUBDIVISION:
FASTEN SHEATHING TO DBL 6"O.C. IN THE FIELD. SINGLE 2x4 NO.2 0�
2x4 NO.2 SYP CORNER STUDS SYP TOP PLATE AT HEADER AT CORNER o Atlantic Beach
W/8d COMMON @ Y O.C. (TYP, _j
U_ Country Club
4 PLACES) FASTEN SHEATHING TO DBL I IF I QTO CONTINUOUS TO WALL ADDITIONAL WALL STUDS@ <
DOUBLE TOP PLATE
2x4 NO.2 SYP CORNER \_INSTALLDBL2x BLOCKING
STUD SPACES. MAX 16"O.C.AS REQUIRED LOT NO.:
STUDS W/8d COMMON @ 3" N FIRST TWO 0
O.C. (TYP,4 PLACES) FASTEN SHEATHING TO FASTEN SHEATHING TO 16"O.C. (3)STUDS MINIMUM z 154
BLOCKING WITH 8d COMMON GARAGE RETURN STUDS, >_
MANUFACTURED TRUSS ROOF DECK @ 3"O.C. TOP PLATE,AND BOTTOM AT CORNER (D FLOOR PLAN:
OSB CONTINUOUS TO INSIDE TOP CHORD. WEB PLATE AS SHOWN W1 8d 0 Key Largo-B1
FACE OF TRUSS. PLACEMENT VARY. QTA, U.N.O. IF ADDITIONAL UPLIFT COMMON AT 3"O.C. _j
0
MANUFACTURED ANCHOR IS INSTALLED QTO CONTINUOUS TO WALL Z DESIGNED:
AS SHOWN,OMIT SPH DOUBLE TOP PLATE _17
TRUSSES @24" O.C. EXTERIOR ELEVATION DIA.ALL-THREAD W/2"
SECTION VIEW CONNECTION AT DOUBLE ROUND WASHER DRILLED mip
TOP PLT AND EPDXIED INTO REVIEWED:
CONCRETE W/7"EMBED X
12d @ Y O.C. FASTEN STUDS TOGETHER Ld DBM
2x6 NO.2 SYP TO BOTTOM 8d COMMON @3"O.C. w/(1)ROW 10d @ 4"O.C. BOTTOM PLATE < REVISIONS DATE
PLT AND TRUSS TOP
CHORD OR BLOCKING
MONOLITHIC FOOTING
2x4 NO.2 SYP BLOCKING W/12d @ Y O.C. (TYP,ALL OR STEMWALL >_
BETWEEN TRUSSES TO SIDES OF CHIMNEY) TRUSS TOP CHORD QTA, U.N.O. C0
SUPPORT BTM PLATE ABOVE. #4 OR#5 VERTICAL REINFORCING 0
FASTEN @ EACH END W/(3) 12d 2x6 NO.2 SYP INSTALLED IN CURB @ 18"O.C. z
TOE-NAILS. (TYP,2 PLACES) MAX,MIN(2)VERTICAL BARS @
EACH RETURN 0
_j _ _j LLJ
ROOF DECK FASTENED W/8d <
\'N" z
RINGSHANKS @3"O.0 ON EDGE 2x4 NO.2 SYP BOTTOM ELEVATION VIEW (1)
AND 6"O.C. IN THE FIELD. PLATE FASTEND TO
TRUSS TOP CHORD 0
A— --A W/12d @ Y O.C. THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL
AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR EX
FASTEN SHEATHING TO DBIL— 90-DEGREE CORNERS.
2x4 NO.2 SYP CORNER STUDS T E C H N 0 L 0 G Y
W/8d RINGSHANKS @ 3"O.C. MANUFACTURED GARAGE,�ETURN - QTO LL
. . . . . . . TRUSSES @ 24"O.C. CHANGE IN PLATE HEIGHT G1 <
xx\
---A L
—7
-C.
PLAC
,)3 0 C.
OM
'S Top
CKING
,P-ALL
MNEY)j GA
7 U)
(TYP, 4 PLACES) VY L
ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY:
(BELOW ROOF DECK)
(1)HTT5 QTO
'N >- Z- EN� I'E I
(1)STHD`14�=(1)QTO(MONOLITHIC)
FASTEN SHEATHING TO DBL— ROOF DECK (2) PA51
(1)QTO(STEMWALL)
2x4 NO.2 SYP CORNER STUDS (2)Y4 x 24/4 TAPCONS (1)ANCHOR BOLT
STUDS SPACED @ NO
W/8d RINGSHANKS @ 3 IN
O.C. MORE THAN 16"O.C. 81:q
(TYP, 4 PLACES) IZ,
(TYP)
TOP VIEW
0
LL, X
x
CHIMNEY FRAMING & ANCHORING DETAIL LLJ
Derek B.Murray, P.E.
QT ENGINEERING < P.E. No.71457
03-17-2015 _j
(1)DIP PER(10)TRUSSES APPLIED TO
OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
APPROXIMATE 45'ANGLE TO NO LESS THAN(3)TRUSSES.
I I I I I 1 11
2x NO 2 SYP NAILER FASTENED 7 Y4"NIAX 16"MAX CONTINUOUS LATERAL RESTRAINT
TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.0 (CLR). QUANTITY AND LOCATION
COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO DEFINED BY TRUSS SHOP DRAWING.
ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS
OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)1 Od W/10d COMMON @ 3"O.C. F
C)
TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD (y)
COMMON TOE-NAILS. CN
TRUSS BOTTOM CHORD -j
:D TO EITHER IF LATERAL RESTRAINT MUST BE 0
OSB SHEATHING FASTENED SIDE O'F WEBS MADE OF MORE THAN ONE PIECE, 0 LL
TO NAILER W1 8d COMMON @ 3" C14 E
FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH DO SO WITH OVERLAPPING BRACES
OTHER WITH(2)ROWS OF(4)1 Od OTHER WITH(2)ROWS OF(4)1 Od O.C.AND TO DOUBLE TOP PLATE KING AND JACK STUDS LIKE T IS(TYP EVERYWHERE 0 C
W/8d COMMON @ 3"O.C. C\I (U
COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD PER ENGINEERING 00 U)
FASTEN TOP PLATE TO EACH 4 —
0
7/1 OTHER WITH(2)ROWS OF(4) 10d GARAGE DOOR BUCKIJAMB NAILED m . m w 0 --- 0) 0)
�116"OSB ATTACHED TO STUDS 6"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD TO STUDS W/(2)16d COMMON OR I C:
WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" O.C. 'IT
O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C.IN FIELD. 7/16"OSB ATTACHED TO STUDS 12d CC NAILS @ 16 04 E
WITH MINIMUM 8d COMMON @ 3" TRUSSES NEEDING BRACING 04
O.C.ON EDGE, 12"O.C. IN FIELD. WEATHER STRIPPING/STOP co
GARAGE DOOR LATERAL BRACING - MULTIPLE TRUSSES N
OPTION 2 OPTION 3 -------F------ C:)
OPTION 1 -7 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BE17ER(UNO). LO
2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY
--------------
CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. >
F—� 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS z
INTERIOR SHEARWALL DETAIL NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0 U)
2X6 SYP GOAL POST ATTACHED 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). U) -
1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS TO STUDS W/(2)ROWS OF 3-Y2" NOTE: 5. DESIGNED PER BCSI-B3,2007.
BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR
2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE GOAL POST ATTACHMENT,THE GARAGE
THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED DOOR SUPPLIER MAY SPECIFY A FASTENING
ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK C\f
0
PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, 14,
SPECIFICATIONS THROUGH THE GOAL POST. CONTINUOUS LATERAL RESTRAINT WEB
-161,MAX -16"MAX 16"MAX BRACE SUBSTITUTE 0
GARAGE DOOR JAMB DETAIL WEB MEMBER SPECIFIEDEALTERNATE BRACING C/)
SIZE CLR T OR L SCAB I--
w
2X4 1 ROW 2X4 (1)2x4 D
2X4 2 ROWS 2x6 (2)2x4' 0
T-BRACE FASTENED TO 2x6 I ROW 2X4 (1)2x6 C)
WEB W/1 Od AT 6"O.C. 2x6 2 ROWS 2x6 (2)2x4'
ROOF DECK
2x8 1 ROW 2X6 (1)2x8 <
2x8 2 ROWS 2x6 (2)2x6' 0-
TRUSSES PARALLEL TO WALL: ROOFTRUSS —1 1 z
2x4 SPF(MIN) NAILER FASTENED OR RAFTER L-BRACE FASTENED TO 0
TO DBL TOP PLT W/1 Od @ 3"O.C. WEB W/10d AT 6"O.C. F-
F-
2X4 SPF(MIN) SINGLE TRUSS BRACING Z)
TRUSSES PERPENDICULAR TO WALL: BLOCKING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL w
2X4 SPF(MIN)BLOCKING BETWEEN EACH RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE LO
BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO NT X 0 z 20
TO DBL TOP PLT W10d @ 4"O.C. SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. I- W W < - 0
BEAM w/10d @ 4"O.C. 'qT 11. rj Z M M
WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR < :1 Ul 0 z
IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION.
- - - - - - - - - 'IT LL W 2 1- w 0
L]
91 0 0 to
REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND LO Z C] w 13 Ul m
PZ- J M w z Z 0
TRUSS TO BEAM WITH j6" MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. 6 >. 0. 0 z
< �- ww - Qm < m < :1wLL
OR THICKER CDX HA4 OR TLOK06 mAx a6,,mAx L F- m O� > a � w �- [] Ej 2
OR OSB FASTENED TO PERMANENT WEB BRACING z ww 0 ww -jw ' U] U36Q
0 EL W ff F- W 1- 0 - Er
TRUSSES, RAFTERS >- W z 0
co 0 11 03 a. z P W J M 0 0
x 0 0. >- w w Ul (0 �- - W W
2x WALLFRAMING OR BLOCKING W/8d U) Z IL < 0 U3 I w W U] Ul m
COMMONS @ 3"EDGE, PORCH BEAM w < w 0 W �- 1 I w 0 ZLI
Z < m z w < LL
12"FIELD. 30
F- z LL 2 0
Z Z W L' x -
PORCH BEAM TO POST: Z) owwa. :[ m - 13w _1Q < m
WOOD STRUCTURAL (1)MSTA24 00 W L1 z C) :3 w
In < M 0 W W Z a] 0 < 2 W
SHEATHING POST TO SLAB: ry z ' < xgq0i.- 0 - j 0z
ABU POST BASE ANCHOR w EE = W �- Z < PWWLME
W w w z -x < w L3 < M LL
OR DTT2Z w m < w w 2 P 5 13 :3 U, - w
P .1 z z W w I M Z z :1 �- z 11 1-
(UNLESS NOTED OTHERWISE) I >- z 4 0 - - 0. L3 0 15 < w 0
TYPICAL PORCH SHEATHING DETAIL 1-9 0 19 Z >. LL 0 w 1 :1 E z z I
Z zwo < mz - m< �D� Z § p- �-
THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES W :) U] W < 0� F- L3
Uj W _j 2 <
z 0 L3 —
2x6 19 W L9 F- O� W
UNLESS NOTED OTHERWISE. < z >- z I < 0 M C) - < �
0 1 Z F�- 2 :1 z w W �- D�
2x4 QTO Z ci < Ll m 0 1 w 0 Z <
E2 ow . < F- J �- I [] I
SHEATH INSIDE FACE ONLY IF NOTED 0 w < b m P z- 11 0
ON FRAMING PLAN. ACCEPTABLE T�O FASTEN STUD TO -.1
STOP SHEATHING AT GOAL POST CORNER STUD GROUP W/ z SHEET NO.:
2-ROWS 1 Od @ 6"O.C.
STAGGERED. STOP NAILS 0 ST-6
NO 2 SYP DOUBLE AT B0170M 24"OF STUD
TOP PLATE x 1 x FOR CONNECTOR
ROOF DECK FASTENED W/8d C14 v I I INSTALLATION w STRUCTURAL
RINGSHANKS @ 3"O.C. ON SINGLE 2x4 NO.2 . . . . . . 0
(2)MSTA36/MS36 TO INSIDE 0- DETAILS
EDGE,AND 6" O.C. IN THE SYP TOP PLATE EXTERIOR WALL SHEATHING w
FIELD. ROOF DECK FASTENED OR OUTSIDE FACE OF WALL 6ff JACK AND KING STUDS. SEE QTO 0 JOB NO.:
W/8d RINGSHANKS @ NO 2 SYP DOUBLE PLAN FOR QUANTITIES. (-' RS0603
3"O.C. ON EDGE,AND TOP PLATE GARAGE RETURNS TO BE PLAN VIEW <
FRAMED AS 2x6. SUBDIVISION:
FASTEN SHEATHING TO DBL 6"O.C. IN THE FIELD. SINGLE 2x4 NO.2
2x4 NO.2 SYP CORNER STUDS - SYP TOP PLATE AT HEADE ATCORNER b Atlantic Beach
W/8d COMMON @ 3" O.C. (TYP, r"" I j
4 PLACES) FASTEN SHEATHING TO DBL I I QTO CONTINUOUS TO WALL LL ountry u
17 DOUBLE TOP PLATE ADDITIONAL WALL STUDS @ <
2x4 NO.2 SYP CORNER INSTALL DBL 2x BLOCKING MAX 16"O.C.AS REQUIRED LOT NO.:
STUDS W/8d COMMON @ T' 1 I'N FIRST TWO S�TUD SPACES.
O.C. (TYP,4 PLACES) I FASTEN SHEATHING TO FASTEN SHEATHING TO 16"O.C. z 154
BLOCKING WITH 8d COMMON GARAGE RETURN STUDS, (3)STUDS MINIMUM >-
r7 0 Key Largo-B1
OSB CONTINUOUS TO INSIDE MANUFACTURED TRUSS ROOF DECK @ 3"O.C. TOP PLATE,AND BOTTOM AT CORNER FLOOR PLAN:
FACE OF TRUSS. TOP CHORD. WEB QTA, U.N.O. 11 PLATE AS SHOWN W/8d
PLACEMENT VARY. IF ADDITIONAL UPLIFT COMMON AT 3"O.C. 0
ANCHOR IS INSTALLED QTO CONTINUOUS TO WALL Z DESIGNED:
MANUFACTURED As SHOWN,OMIT SPH DOUBLE TOP PLATE
TRUSSES @24" O.C. SECTION VIEW EXTERIOR ELEVATION CONNECTION AT DOUBLE Y8"DIA.ALL-THREAD W/2" C) mip
TOP PLT ROUND WASHER DRILLED w
AND EPDXIED INTO REVIEWED:
CONCRETE W/7"EMBED x
12d @ 3"O.C. FASTEN STUDS TOGETHER DBM
w/(1)ROW 1 Od @ 4"O.C.
2x6 NO.2 SYP TO BOTTOM 8d COMMON @3"O.C. BOTTOM PLATE < REVISIONS DATE
PLT AND TRUSS TOP
CHORD OR BLOCKING
2x4 NO.2 SYP BLOCKING W/12d @ 3"O.C. (TYP,ALL . . . . . MONOLITHIC FOOTING >-
BETWEEN TRUSSES TO SIDES OF CHIMNEY) TRUSS TOP CHORD QTA, U.N.O. OR STEMWALL 00
SUPPORT BTM PLATE ABOVE. #4 OR#5 VERTICAL REINFORCING 0
FASTEN @ EACH END W/(3) 12d 2x6 NO.2 SYP INSTALLED IN CURB @ 18"O.C.
TOE-NAILS. (TYP,2 PLACES) MAX, MIN(2)VERTICAL BARS @
EACH RETURN 3:
0
w
ROOF DECK FASTENED W/8d z
W . . .Z 2x4
RINGSHANKS @3"O.0 ON EDGE NO.2 SYP BOTTOM ELEVATION VIEW co
AND 6"O.C. IN THE FIELD. PLATE FASTEND TO
A-\X -A TRUSS TOP CHORD THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL 0
I W/12d @ 3"O.C. AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR x
FASTEN SHEATHING TO DBL 90-DEGREE CORNERS.
TE C H N 0 L 0 G Y
2x4 NO.2 SYP CORNER STUDS MANUFACTURED GARAGE RETURN - QTO
W/8d RINGSHANKS @ 3"O.C.
G1 <
(TYP, 4 PLACES) VY TRUSSES @ 24"O.C. CHANGE IN PLATE HEIGHT ql� '- 0 4 "
11 ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: U) SfpUQT
(BELOW ROOF DECK)
-7 L --e771� IT7 -7cil wl 1
PLAC
,3.0 C.
TTOM
S Top
'CKING
P ALL
M EY)
GA APEX
AL E
(1)HTT5 (1)QTO
EN91NE
(1)STHD14=(1)QTO(MONOLITHIC)
FASTEN SHEATHING TO DBIL ROOF DECK - 11, 0 1>
2x4 NO.2 SYP CORNER STUDS (2)PA51 =(1)QTO(STEMWALL)
W/8d RINGSHANKS @: STUDS SPACED @ NO (2)Y4 x 2m%l TAPCONS (1)ANCHOR BOLT T
MORE THAN 16"O.C. -Z
(TYP,4 PLACES) (TYP)
TOP VIEW Oc.
0
Ui Vs z "f I - P,
x E
CHIMNEY FRAMING & ANCHORING DETAIL LU jon30 .
(2- Derek B.Murray, P.E.
QT ENGINEERING < P.E. No.71457
03-17-2015
CY)
04
N
U_
0
CN
C:
U_
cl�
CD
Lj U')
a)
>
z
0 U)
(0
C/)
2 JACK STUDS, 1 KING STUD
f C\f
0 7"
3JACKSTUDS 't
2 JACK STUDS, 3 KING STUDS LLI
3JACKSTUDS
FASTEN STUD TO 0
HTT5 CORNER STUD GROUP >
U) m 14"
W/(2)ROWS 1 Od @ 6"
FASTEN STUD TO O.C. STAGGERED.OMIT
CORNER STUD GROUP NAILS AT BOTTOM 24"
W/(2)ROWS 1 Od @ 6" OF STUD FOR STRAP
0 INSTALLATION
O.C. STAGGERED.OMIT �44 (2)MSTA36 OR CS1 8
X
NAILS AT BOTTOM 24"
OF STUD FOR HTT5 FASTEN SHEATHING TO FRAMING
INSTALLATION HTT5 PORTAL :)LAN VIEW MEMBERS W/8d COMMON @ 3"O.C. (3)2xl 2 JOISTS, FASTEN TO
ASSHOWN STUDS W/MIN(8)10d 2x NAILER z
(TYPICAL FOR EACH END OF PORTAL TOE-NAILS 0
FRAME, NOT TO SCALE)
F_
NO PANEL SP-ICES j /n
WALL SEGMENT PLAN VIEW 7—
(TYPICAL FOR EACH WALL SEGMENT, NOT TO SCALE) (3)2x12 BEAM LO
X0
>
X 2x6 BLOCKING BETWEEN W/(2)Y2"OSB r- W W z 20
(D a < - 0
EACH KNEEWALL STUD, FLITCHES IL [j 0 z m O� in
NO PANEL SPLICES LU FASTEN W/(3)10d TOE-NAILS :) U) 0 w LL < z
HEADER TO BE CONTINUOUS TO a W v w 0
(n It LL z tj cj J -
U.] KING STUD W/ NO FLITCH PLATF: EACH END, LO UI 011 - I_ z Ul 0 Ej Ul w
w I - I �
> I-_ I U-1 0 CIL a z w z z 0
0 m . . . . . . . . . . . . . . . I__ zi W W - m W LL
Uj 0- FASTEN SHEATHING W/8d FINISHED FLOOR 0 F- a� M > 0 0 2
< LU z U) 0 w L
TO BE CONTI S TO 2 g j COMMON GRID PATTERN @ 3"O.C. z 0 EL W w
C\1 4_� 1HEADER NUOU w 0� W
(n : . : . EACH WAY,AS SHOWN 0 m z F_ 0
KING STUD W/ NO FLITCH PLATE LU U) a IL Z m
LU a- z Q: 01 >- WWFWJ 0 z U
< (0 Z IL L9 in 7 w U, UI - w III
LU Uj Uj 0- < w UI U1 CS a:
<
SHEAR PANEL TOP PLT TO HEADER LLI w W Z
FASTEN SHEATHING W/8d 0 SECTION VIEW SHEATH INSIDE FACE Z w
z z
— z U) M W/(2)ROWS 1 Od COMMON @ 3 �5 0 a.
2 < COMMON GRID PATTERN @ 3"O.C. CONTINUOUS TO LAP z L 0 2 0
O.C.STAGGERED Z
0� 0- Uj C/) -1 0 w Z M LL - 0 X
w EACH WAY,AS SHOWN _j 0 W 0
0- 11� z CORNER STUDS,TYP. w 1 0 0 w
UJ < < LU JACK TO HEADER WITH(2)MSTA24, 00 a W Li Z w w z
z w U1 0 < 2 W
W CL SHEAR PANEL TOP PLT TO HEADER < Co F BOTH SIDES 19 < < L1 W 0 �- 0 - I OZ
0 M (4)TOTAL AS SHOWN O� Z 7 X F- - 0
.::i C/) 0 a. 06 LLJ E = QW �- Z < PWUILG� E
(L z W/(2)ROWS 1 Od COMMON @ 3" ATTA W III W z -x < w U < 0� LL z
2x BLOCKING AT PANEL SPLICE 2x12 JOIST @ 24"O.C.AS CH,DBL TOPPLATES W O� LJ I L3 :1 'n - w w
F E NAILING, EDGE NAIL SHOWN, (3)TOTAL W/MSTA�6 @ CORNER z zw WILIZZD �- ZUII- i
LU 0 O.C. STAGGERED TYP BOTH SIDES 1 >- Z<( 0 - _ j00m ,Ow0
z Uj JACK TO HEADER WITH MSTA24, (2) SHEATHING AT BLOCKING 0 M Mz >- LLww1 ::) � Zz ' -
< CO I a
TOTAL AS SHOWN z w < mz - m< "
0- 06 Lij W J I <
Z I - W :) U] W < O� I- cj
FASTEN ALL MULTI-PLY STUD L9 w L9 1.- 0 -
2x4 BLOCKING AT PANEL SPLICE >_ <
GROUPS W/(2)ROWS 10d COMMON :E < z z
FOR EDGE NAILING, EDGE NAIL C/) V P F p W F-
z z w
< I
w @ 8"O.C., STAGGERED E2 0 of 0 z <
0 - < I_ i-- 1 0 _j
o L3 Naw 0 F _ uo
_j (3)2x1 2 JOISTS— (3)2xl 2 JOISTS <
SHEATHING AT BLOCKING J
z
FASTEN ALL MULTI-PLY STUD C0 (2)SIMPSON MSTA36 OR CS1 8 TO
W/(2)Y2"OSB LL
z
I
L3
w
GROUPS W/(2)ROWS 10d COMMON PORTAL HEADER BELOW,(4)TOTAL I I I
C/) Uj i. FLITCH SHEET NO,:
z @ EACH PORTAL END AS SHOWN
Uj @ 8"O.C., STAGGERED z
<
0
0 a. ST-7
_j 0 N
(L SIMPSON HTT5 HOLDDOWN W/6" 1'�
U) -7 z 0.1 COWTINUOUS(3)2x12 BEAM <
11 EMBEDMENT kY w STRUCTURAL
_j d 144 SHEATH CONTINUOUS
LU 0.0
z X. TO LAP CORNER STUDS I SHEATH CONTINUOUS 0
< 1. W/8d COMMON @ 3"O.C. TO LAP CORNER STUDS DETAILS
n BOTTOM PLATE TO W/8d COMMON @ 3"O.C.
0 EDGE, 12"O.C.FIELD JOB NO.:
z FLOOR GABLE TRUSS EDGE, 12"O.C. FIELD 0
q W/(2)ROWS I Od @ 3" RS0603
O.C.,STAGGERED
. . . . . . . . . . . PLAN VIEW SUBDIVISION:
1 14. wl
4 PROVIDE SQUASH 1 ST LEVEL PORTAL FRAME
CONTINUOUS HEADER o Atlantic Beach
BLOCKS IN FLOOR _j
SYSTEM @ STRAP LL. Country Club
LOCATIONS wl_�WINDOW SEAT DETAIL <
ELEVATION VIEW LOT NO.:
(TYPICAL FOR EACH WALL SEGMENT) �-7 NTS 0 154
z
ELEVATION VIEW
e FASTEN SHEATHING TO FRAMING MEMBERS W1 8d (TYPICAL FOR EACH END OF PORTAL FRAME) (D FLOOR PLAN:
COMMON @ 3"O.C�,AS SHOWN
*FASTEN SHEATHING W/8d COMMON GRID PATTERN *FASTEN SHEATHING TO FRA MING MEMBERS W/8d 0 Key Largo-B1
@ 3"O.C. EACH WAY,AS SHOWN COMMON @ 3"O.C.,AS SHOVVN 0 DESIGNED:
*FASTEN REMAINING SHEATHING W/8d COMMON @ 3" 9 FASTEN SHEATHING W/8d COMMON GRID PATTERN z
O.C. EDGE, 12"O.C. FIELD @ 3"O.C. EACH WAY,AS SHOWN
9 FASTEN REMAINING SHEATHING W/8d COMMON @ 3" mip
w
O.C. EDGE, 12"O.C. FIELD REVIEWED:
x
w DBM
:RAME DETAIL < REVISIONS DATE
REV: 0 1 3-24-15 WINDCiW SEAT 03-24-15
DETAIL
ED
0
z
0
LLI
z
0
EX
T E C H N 0 L 0 G Y'
U_
U) li
R Plet.
7 Tj)
E K.G R4 4
0
44
0
w 0
Q� Z'
w ........
rr ell
< sjX,j
QT ENGINEERING E.. 0.71457
03-17-2015
00
C:)
C14
co
0 U_
0
CR Cn
0
0)
C:
C14 E
C14
C14
CY) LL
C\f
LL
Ld
0
a)
A_�
>
z
0 U)
w
2 JACK STUDS, 1 KING STUD
0
2 JACK STUDS, 3 KING STUDS 3 JACK STUDS _0
LU
3JACKSTUDS F_
FASTEN STUD TO :D 0
HTT5 CORNER STUD GROUP
I
W1(2)ROWS 1 Od @ 6"
FASTEN STUD TO O.C.STAGGERED.OMIT ry
CORNER STUD GROUP NAILS AT BOTTOM 24"
OF STUD FOR STRAP 0
W/(2)ROWS 1 Od @ 6"
O.C.STAGGERED.OMIT X INSTALLATION
NAILS AT BOTTOM 24" (2)MSTA36 OR CS18
OF STUD FOR HTT5 FASTEN SHEATHING TO FRAMING <
INSTALLATION HTT5 PORTAL :)LAN VIEW MEMBERS W/8d COMMON @ 3"O.C. (3)2x12 JOISTS, FASTEN TO L-L
(TYPICAL FOR EACH END OF PORTAL ASSHOWN STUDS W/MIN(8)10d 2x-NAILER z
TOE-NAILS
FRAME, NOT TO SCALE)
NO PANEL SP-ICES
WALL SEGMENT PLAN VIEW
(TYPICAL FOR EACH WALL SEGMENT, NOT TO SCALE) LU (3)2x12 BEAM LO
'IT x 0 z 20
2x6 BLOCKING BETWEEN W/(2)Y2"OSB I- W W
it < - 0
m EACH KNEEWALL STUD, FLITCHES It IL rj 0 z (2 m w
NO PANEL SPLICES < LU D Ul 0 W LL < Z
HEADER TO BE CONTINUOUS 0 FASTEN W/(3) 10d TOE-NAILS w 1-- 0 w 0
as ir
U) L z 0 _j -
Uj Uj KING STUD W/ NO FLITCH PLATE EACH END. Lo U] 0 1'- -7 UI 0
w U Ul
. . . . Uj
> z -j z Z p
:3 W W m 0 W
0 W FASTEN SHEATHING W/8d FINISHED FLOORjk
co a- d `- >
z U) w w o w Uj UI UI -
< w z a 1,- O� 0
HEADER TO BE CONTINUOUS TO 0 EL W
Uj W Z
KING STUD W1 NO FLITCH PLATE LU EACH WAY,AS SHOWN U) a z M
Uj z COMMON GRID PATTERN @ 3"O.C.
U) ff 0 IL >- w w p 0 z Ll
Z EL UW3
< < Uj < 1.- 4 0 w I W U] F- - W UJ
w LU w a- w UI b Ul 0 a
m: Z F- W j W 0� F- W W LL
_j SHEAR PANEL TOP PLT TO HEADER w 0 w I z z
LU a- FASTEN SHEATHING W/8d 0 F-
z U) _j (D z W/(2)ROWS 10d COMMON @ 3' SHEATH INSIDE FACE
2 < O.C. 0 Z L' EL a I E3
CONTINUOUS TO LAP
COMMON GRID PATTERN @ 3 0- 3r. 0
W O.C. STAGGERED F- Z LL - 0 X
w Ld EACH WAY,AS SHOWN 0 CORNER STUDS,TYP. :D o w w IL :E W :1 U
a. z w _j 0� III
W < < w JACK TO HEADER WITH(2)MSTA24, L9 < 0� Ld LI Z w w z U3 0 2 w
LU a. z m BOTH SIDES < CJ W 0 0 1-- 0 - I 0z
2 = SHEAR PANEL TOP PLT TO HEADER < (4)TOTAL AS SHOWN Z 7 ><�- - < F
0 0- 06 _ W Uj a
_j U) W/(2)ROWS 1 Od COMMON @ 3" w w I.- z tj < 0�
z I W Z _X < W L
-------2x BLOCKING AT PANEL SPLICE 2x12 JOIST @ 24"O.C.AS ATTACH DBL TOP PLATES Uj w n (j :1 U1 z
U) O.C. STAGGERED W 0� 2 P Z W W
_j W/MSTA:36 @ CORNER z z w 0� z z
w OR EDGE NAILING, EDGE NAIL
0 SHOWN, (3)TO
z w JACK TO HEADER WITH MSTA24,(2) F TAL TYP BOTH SIDES Z Ej W 0
SHEATHING AT BLOCKING L-9 0 Z >- L M w I Z Z I -
9ca TOTAL AS SHOWN Z �
06 'k LU 4 w 2 �_ <
0 2: - LU U] W < 0� tj
FASTEN ALL MULTI-PLY STUD Ld W 0 L9 LL
2x4 BLOCKING AT PANEL SPLICE F_ 0� 6 0 W
< < z >- z L3
GROUPS W/(2)ROWS 10d COMMON Ir- I Z p z w
FOR EDGE NAILING, EDGE NAIL U) .. �1 :: 0 w III z
w @ 8"O.C., STAGGERED Z Ll < E LI a 0 y 0
SHEATHING AT BLOCKING 2 Of 0 w � 7 z 0 <1
0 F- � _z: E<L 'u-1 j< 10- I_ L3 L3
-(3,2x1 2 JOISTS
(3)2x1 2 JOISTS—-"""' 0
FASTEN ALL MULTI-PLY STUD (2)SIMPSON MSTA36 OR CS18 TO Ir _j
U) g I I W/(2)Y2"OSB LL
GROUPS W/(2)ROWS 10d COMMON _j PORTAL HEADER BELOW,(4)TOTAL
Uj LALARA FLITCH SHEET NO.:
@ 8"O.C.,STAGGERED z @ EACH PORTAL END AS SHOWN z
LU - - - - - -
0 0
<
ST-7
0
U) 0 SIMPSON HTT5 HOLDDOWN W/6" z <
0. EMBEDMENT SHEATH CONTINUOUS — STRUCTURAL
JOUS CONTINUOUS(3)2x12 BEAM
LU TO LAP CORNER STUDS SHEATH CONTINUOUS 0
z
< TO LAP CORNER STUDS DETAILS
n W/8d COMMON @ 3"O.C.
BOTTOM PLATE TO
EDGE, 12"O.C.FIELD W/8d COMMON @ 3"O.C.
0 0 JOB NO.:
z FLOOR GABLE TRUSS EDGE, 12"O.C. FIELD
W/(2)ROWS 1 Od @ 3" RS0603
I 1jw 1 1-1 O.C.,STAGGERED <
40 Z s.
PLAN VIEW SUBDIVISION:
114. 1ST LEVEL PORTAL FRAME Of Atlantic Beach
PROVIDE SQUASH CONTINUOUS HEADER o
BLOCKS IN FLOOR
SYSTEM @ STRAP LL Country Club
LOCATIONS <
ELEVATION VIEW +"ii—Y (w�WINDOW SEAT DETAIL :' LOT NO.:
(TYPICAL FOR EACH WALL SEGMENT) NTS C)
ELEVATION VIEW ��J z 154
*FASTEN SHEATHING TO FRAMING MEMBERS W/8d (TYPICAL FOR EACH END OF PORTAL FRAME) >_
(D FLOOR PLAN:
COMMON @ 3"O.C.,AS SHOWN 0 Key Largo-B1
*FASTEN SHEATHING W/8d COMMON GRID PATTERN e FASTEN SHEATHING TO FRAMING MEMBERS W/8d _j
@ T'O.C. EACH WAY,AS SHOWN COMMON @ 3"O.C.,AS SHOWN z DESIGNED:
9 FASTEN REMAINING SHEATHING W/8d COMMON @ 3" *FASTEN SHEATHING W/8d COMMON GRID PATTERN X
O.C. EDGE, 12"O.C. FIELD @ 3"O.C. EACH WAY,AS SHOWN 0 mip
9 FASTEN REMAINING SHEATHING W/8d COMMON @ 3" LLj
O.C. EDGE, 12"O.C. FIELD \\A REVIEWED:
DBIVI
_RAME DETAIL < REVISIONS DATE
REV: 0.3-24-15 WINDOW SEAT 03-24-15
ADETAIL
im
W
z
0
LLI
z
U)
Z)
0
EX
T E C H N 0 L 0 G Y
U) �il
TR CT,�V,
q 'G
R4
S!
lu
LLI
x .*- '.. 1. (D s C
U-1 I,,,
13- .01111
�e i I?dE.
QT ENGINEERING 0.71457
03-17-2015