BEACH 1960 5TRUCTURAL KE"�NOTES:
Toe 8"x8" DEEP THICKENED EDGE NO2 SYP BEARING BLOCK
TOS 7-- -- ---- -- --- - ---- - AA W/(1)64 CONT FASTENED TRUSS W/12d
\ CZtIMON NAILS. USE (2)
r---------------------- --------- ------------------- ROWS 0 311 O.C,FOR 2x4 <1
------mu------ CO M :3
r-------------------------------------Tnff----------- 12" DEEP FTG W1046 12" BLOCK OR (3)ROWS a 3" " -0
Ew UNDER 5ox COLUMN O.C.FOR 2x& BLOCK. (p
AWa"SQx12" DEEP FTG W1 TOP PLATE SPLICES TO BE LL
(3)04 ELU A 5RIDGEP WIM MSTA24 W108) -Z Qj
Ca
10el COMMON EAC,14, (1) w q
STRAP EACH FACE OF WALL. tu
A 24"SQK20" DEEP FTG wl Q)
(3)P4 rzw FASTEN MEMBER TO HEADER
IS Tot Uj ccl S
T06
A OR BEAM WA4T6 W/(20)10d IL
-7
rw, OR EQUAL CONNECTOR Q)
30"5040" DEEP FTG W1 APPROVED BY EOR RATED Ca =
W04 EW FOR 1,4500 UPLIFT (Cd a Ifoo) Uj U_
le 1, 1 11111 1 " I <1
— — — — — — -- — — — — — — — — ...... — — — IL
-4
.36"SQx20" DEEP FTG W1
WP4 EW
HGU5414 FASTEN MEMBER TO HEADER
�T Li w w A OR BEAM W/(2)HTS WK20)
-- - - - - - - - - 10d EAC14 OR EQUAL CID
45"SQx24" DEEP FTG W/ CONNECTOR APPROVED BY
J EOR,RATED FOR 2,13000
(2)2x12 -- - - - - - - - - A (5)04 EW,T45
Aw L UPLIFT
FASTEN MEMBER TO HEADER
A 1/2" ALL-THREAD DRILLED
A OR BEAM W/(3)HTS WK20)
/H\ 4 EPoxtEc) W12" SQUARrE
-4 10d EACH OR EQUAL
lilt Pe I WASHER MIN. VI EM5EDMENT
11 - REQUIRED a EACH END C4VNNECTOR APPROVED BY
j I of: OPENING EOR RATED FOR 4,3500 -P!
UPLIFT (Cdol.60)
j(2)2xr,_i/2 ALL RAFTERS DRAWN ARE �t
Iz
LU _j 2x& No. 2 SYP AT 24" O.C. (13 13 01
LU I_ - - - - - -.1 W11_851.126 AT TRUSS TOP -D
0 17 "' CHORDS AND RIDGE BEAMS.
Q
_j LEGEND AND FfRAMING NOTE&
I 11IIL
I IIIF- - -- - - - - - - - - INTERIOR BEARING WALL
NI \\ (2nxI2 LOWER RIDGE PASSES UNDER
1(2nxr
Iz LVL MAIN RIDGE. HANG LOWER RIDGE ER FRAMING
Jx I — — - — — — — — — — — — — — — — HrEADE
FROM UPPER RIDGE LVI_ W92)THA222-2.
------------------ (1)EACH FACE Or- MAIN RIDGE.
------------------ ( nx6-1/2 - WEADEIW15EAM CALL-OUT
L--------------------% LL
14 ---I NUMBER or-KING STUDS EACH SIDE OF: OPENING
a - - 7 35IIx 14" MICROLLAM RIDGE (23' LONG NUMBER OF JACK STUDS EACA4 SIDE OF: OPENING 0
La WITH 2-POINT 5R3 HUNG AT EACH END) SIZE OF HEADER MATERIAL (NO.2 SYP)
WGUS41 NUMBER Or- PLIES IN HEADER
- - - - - ...... - - - - - - - - - - - - - -
T03 ALL HEADER JACKS AND KINGS SHALL BE FASTENED TO
EACH OTHER WITH (8)12d.
TOP PLATE To HEADER WITH SPH4/6 WI(IO)Od EACH SIDE OF:
---------1�� --- T031 IF BUTT JOINT IN PLATE OCCURS OVER HEADER CONNECT D5L
BUTT JOINT.
WINDOW OPENINGS VAND GREATER REQUIRE 1/2" ANC44OR BOLTS
OR REDHEADS W1 1-1/2" DIA WASHERS AT 40" ON CENTER UNDER WINDOW CID
CONNECTING 50TTOM PLATE TO SLAB.
o IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD
CONNECT ALL TRUSSES H I G�4 Uf=L_IFT CONNIECTIONS
TO BEARING PLATE WITH PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN.
2� A (2)SIMPSON HD OR(1) NUMBER OF: STUDS EQUALS NUMBER OF PLIES IN TRUSS, (UNO).
SIMPSON MT512. (UNO)
��TE7 tT�F7 CONNECT TRUSS TO TOP MATE WITH (2A_GT2 WI(20)lrod SINKERS Q)
OR(3)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, :3
APPLY 48" LOWa SCAB TO 50TTOM CHORD AT 5RG WK*Agpd. Z
PLACE ATC WITHIN 311 OF: STUD GROUP. Q)
EMBED ALL-THREAD 1211 N STEMWALL APPLICATION.
L _jj
SU55TITUTION OF MW TO PLATE CONNECTOR RATED FOR 3,2000
UPLIFT (Cd-IfPO)ACCEPTABLE IF APPROVED BY EOR
ff I
PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN.
NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO).
- - -- -- - - - -- CONNECT TRUSS TO TOP PLATE WITH (I)LGT2 WI(29A(Pcl SINKERS
- - --- - - --- - - --- --- - -- - - --- -- --
TOI I TOI OR (2)HTS W/(20)10d. IF USING LGT2 ON SINGLE FLY TRIJSS,
- - - - -- - - - - - - - - - - - - - - - - ...... - - - - -III APPLY 48" LONG SCAB TO 50TTOM CHOI;;ZD AT 51;aS WI(Irp)l6d.
1 C4 PLACE ATC WITHIN 3" OF STUD GROUP. Q)
(2)2x8 No.2 SYP RIDGE EMBED ALL-THFMAD -V IN STEMILIALL APPLICATION.
W/HUS28-2 EA END Ca
ST5 I SUBSTITUTION OF: TRUSS TO PLATE CONNECTOR RATED FOR 1,1850
- - - - - - x UPLIFT (CdzIfb0)ACCEPTABLE IF APPROVED BY EOR
(3)2xS-1/3 IZ - - - - - - -
Tr4 c7\ PLACE STUD GROUP UNDER MOO SPECIFIED ON PLAN.
--------- --- - --------- ---- --
NUMBER Or- STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). TIESE STRZTURAL DRAWNGS
CONNECT TRUSS TO STUD GROUP WITH (2)LGT2 W/(28,Mbd SINKERS WERE PFZErAF;MD POIR 114E
OR (3)HTS W/(20)10d. IF USING LGT2 ON SINGLE FLY TRUSS, WNSTRZTION OF TI-E MROJECT
APPLY 40" LOW-a SCAB TO BOTTOM CHORD AT BRG WI(IrbA6d. DE&C-PtIMED N T1416 TITLE eLOCK
AND ARE INTENDED FOR USE 5Y
r
U
L L
_1 r
r
CONNECT STUD GROUP TO BEAM BELOW LUIT44 (3XISTA24 W/(18)19;d
A LICENOW C-ONTPACTOP.00
SU55TITUTION OF TRU55 TO PLATE CONNECTOR RATED FOR 3,2000 1
NOT FEWIT CONSTFUCTION
x R UPLIFT (Cdol.60) ACCEPTABLE IF APPROVED BY EOR UTW TMOM PLANS 5Y AN
R 04
V4 01,1NER-WILDER OR OT14ER
PLACE STUD GROUP UNDER M55 SPECIFIED ON PLAN. I.NLICZENWO WILDER
N mir =R OF f
L ER OF STUDS EQUALS NumBr -Lims IN TRUSS, (UNO).
MUB CONNECT TRUSS TO STUD GROUP WITH (1,LGT2 WI(28Arod SINKERS
(2)2x& OR (2)HTS W(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS,
APPLY 48" LONG SCAB TO BOTTOM CHORD AT 5F;PG W1(Ib)Ibd. - � BWI
CONNECT STUD GROUP TO BEAM BELOW WITH (211STA24 W918)10d
OU557MTION OF TRUSS TO PLATE CONNECTOR RATED FOR 1,18r7f Consulting Inc
UPLIFT (Cd-1.60) ACCEPTABLE IF APPROVED BY EOR
L------------------ ------------------
L------------------ ------------------
SHEARWALLS
L,,,,,,j2)2x8 THE WALL SHEATHING MATERIAL,SHEATHING FASTENING, AND HARDWARE
SPECIFIED IN THESE PLANS COMPRISE THE LATE 0
5ECA.USE OF THE HIGHLY CUSTOMIZED NATURE or- THIS RESIDENCE,
STANDARD SHEARWALL CONSTRUCTION AND CALLOUTS AIRE NOT
APPROPRIATE.
WOD FIRAME 5EARING WALLS
EXTERIOR WALLS ARE 2xro (UNO)
INTERIOR WALLS ARE 2x4 (UNO)
FRAMING MATERIALS (UNO)
DBL TOP PLATE - No.2 SYP
r ING FLAN STUDS - No.2 SFIF AT 1611 O.C.
WALL FfRA�IING; FLAN BOTTOM PLATE - No.2 PT SYP E
SCALE: 1/4" V-V
SCALE: 1/4" V-0" en
HARDWARE
STUDS: SPH41ro W/00)15d TOP AND BOTTOM OF EVERY
OTHER STUD AND EVERY HEADER KING
. -V
ALTERNATIVELY: STRAP SAME STUDS TO WOOD WALL '0 0 )�
-3
OR BEAM BELOW WITH COWS, W/(20)10d. .,j Z� &
rrewn'V. taffrigAtu`4114P ,,�
BOTTOM PLATE- 1/2" ANC44OR BOLTS AND 2" SQUARE
WASHERS AT 3211 O.C.TO SLAB, CMU WALL, OR ICF WALL. PE T4b,.`08C"rjj
MASONRY AND I-OGIX LINTELS
ALL LINTELS IN 12" MASONRY SHALL BE CAST-CRETE 12F-16115 (UNO)
TOP COURSE UNDER OPENING SHALL BE FILLED U-5LOr_K WITH
#5 CONTINUOUS 12" BEYOND OPENING.
LOGIX LINTELS SHALL BE MIN 1211 DEEP WITH 05 50TTOM BAR AND
03 TOP BAR AND 02 S-STIRI;aJPS PER LOGIX MANUAL. DEEPER
LINTELS AND 5IGdF_R BARS MAY BE SU55TITUTED AT WILL. ST4
ALL OPENINGS FOR WINDOWS AND DOORS IN MASONRY AND LOGIX
WALLS SHALL M TRIMMED WITH PT 2x8 FASTENED TO CONCRETE
OR MASONRY WITH (2)ROWS 1/411 X 4" LONG TAPCONS AT 12" O.C.
1/16" 055 FASTENED TO FRAMING 111ro" 085 FASTENED TO FRAMING
W/Sd AT 3" O.C.ON EDGE AND ro W/8d AT 3" OZ.ON EDGE AND b"
OZ. IN FIELD. O.C. IN Flr=L.D-
ROOF TRUSSES BY TRUE TRUSS ROOF TRUSSES BY TRUE TRLL%
-1116" 085 FASTENED TO FRAM1Wj
W/&d AT 3" OZ. ON EDGE AND roll 2x4 No.2 SYP RAFTER TAIL SCAE35ED TO EACH (2)2x8 No.2 SYP RIDGE W/HUS28-2 EACH END AND_ GABLE BRACING PER DETAIL.
Q)
z
OZ. IN FIELD. TRUSS WITH 3roll LAP AND (12)12d CARRYING 2xro No.2 SYP RAFTERS AT 2411 LADDER FRAME GABLE OVERHAWS
ROOF TRUSSES BY TRUE TRUSS -1/16" 055 FASTENED TO FRAMIW_% 2x4 No.2 SYP BRACE W/(5)12d EACH END
MSS TO PLATE - SIMPSON W51 W/&d AT 3" O.C. ON EDGE AND b" 111ro" 055 FASTENED TO FRAMING Cj) (1) :3
O.C. IN FIELD. LL —
O.C. IN FIELD. SIMPSON A35 AT EACH CLG JOIST 8d AT 3" O.C. ON EDGE AND rp"
PLATE TO WALL WITH 1/2" ANCHOR 2x8 No.2 SYP BLOCKING BETWEEN EACH TRUSS 2x4 No.2 SYP CLG JOIST W/HU24 EA END
Irml WI(12ACd AT 32" O.C. Z
EMBED AND 2" SiQUARE WASHER -C
AT 32" OZ. 2x4 No. 2 SYP CONTINUOUS LEDGER FASTENED LLI
BOLT OR ALL-TWREAD WITH Co"
TO TRUSSES AND 5LOCKIWa WITH 12d AT 3" O.C.
OL
_71 BEAM 51S AND WANGERS BY TRUE TRUSS Q)
CD S
[L Q) =!
ROOF TRUSSES AND GIRDER BY TRUE TRUSS :3
CD
U_
1/16" OBB FASTENED TO FRAMING
PT No. 2 2xlO PLATE
W1&d AT 3" OZ. ON EDGE AND 6"
OZ. IN FIELD.
(2)P4 CONTINUOUS (j
04 VERTICAL AT Irp" OZ, N EA TRUSS TO TOP PLATE - SIMPSON H5 ca
COWER, AND EACH SIDE OF z
EAC44 OPENING. (2)2xb No. 2 SYP TOP PLATE CONNEC D (2)2xro No. 2 SYP TOP PLATE C40NNECTED
TO EVERY OTHER STUD AND EVERY EADER (2)2xb No.2 SYP PONC44 BEAMS
04 HORIZONTAL SPACED 32" O.C. KING STUD WITH SPHro W/00)8d. Cf)
KING STUD WITH SPH6 W/(IV)Dd. PORCH BEAMS TO P05TS WITH
TO EVERY OTWER STUD AND EVERY HEADE CONNECT PORCH BEAM TO WALL
WITH 1,-IGUC28-2- PLACE TRIPLE
LOGIX 4" CORE ICF WALL STUD IN WALL AT CONNECTION (2,MSTA24 V(20)10d.
LOCATION.
(3)2xS No.2 SYP HEADER WITH I JACK AND
3 KING STUDS 5AC14 SIDE (AT DOO;��� POST TO (3)2x8 JOIST WITH (p
WCSI& WI(12AOd. > x
2x& No.2 SPF STUDS AT 160 OZ-CCNINECT--__ z
3/4" T4G PLYWOOD FLOOR DECK Z__1.' x& DECK FRAMING Cj
FASTENED To FLOOR FRAMING W1 EVERY OTHER STUD AND EVERY HEADER
KING STUD TO 2nd FL WALL FRAMING W1
10d AT 4" OZ.ON EDGE AND 12" O.C.
IN FIELD. ALSO SCREW AND GLUE. CS16 W/(20)10d. 2)CS* W1(24A0d FROM UPPER ca
POST TO LOWER POST () (P
5QUEAK-PROOFING OUTSIDE THE 2xb No. 2 SPF STUDS AT 1611 OZ. 3/4" T4G PLYWOOD FLOOR DECK
SCXPPE OF THE ENGINEER. FASTENED TO FLOOR FRAMING W1 ROOF TRUSSES BY TRUE TRUSS
FLOOR TRUSS BY TRUE TRUSS -1/1&" oS5 FASTENED To FRAMIN�!: 10d AT 4" OZ� ON EDGE AND 12N 0 1/16" 085 FASTENED TO FRAMING
Wl&d AT 3" O.C. ON EDGE AND 6" IN FIELD. ALSO WF;MW AND GLUE. W/&d AT 3" O.C.ON EDGE AND (2"
SINGLE PT 2xI2 LEDGER FA57ENED OZ. IN FIELD. SGUEAK-PROOFING OUTSIDE THE 0Z. IN FIELD.
To WALL WITH (2)ROWS 1/2" DIA SCOPE OF THE ENGINEER.
x 3b" EMBED ALL-THREAD AND 2x.6 No.2 SPF 50T PL
115" DIA WASHERS AT 32" O.C. 3/4" T*G PLYWOOD FLOOR DECK
(2)04 CONTINUOUS FASTENED TO FLOOR FRAMING W1
lod AT 40 O.C. ON EDGE AND 12" O.C.
04 VERICAL AT 16" Or-, IN EACH 3/4" T4G PLYWOOD FLOOR PECK IN FIELD. ALSO -00--REW AND GLUE.
CORNER, AND EACH SIDE OF FASTENED TO FLOOR FRAMING W/ SQUEAK-PROOFING OUTSIDE T14E
EAC44 OPENING. lod AT 411 Or- ON EDGE AND 12" Or- SCOPE Or- THE ENGINEER.
IN FIELD. ALSO SCREW AND GLU,
04 HORIZONTAL 8010ACED 3211 OZ. SQUEAK-PROOFING OUTSIDE THE
2x& No.2 SPF BOT PL SCOPE OF: THE ENGINEER.
LOGIX 4" CORE ICF WALL
WITH SIMPSON HTTIb_ WITH SIMPSON IUT211 AT TRUSS
CSIrb W/(20.MOd STUD TO BAND BOARD AT EACH FLOOR TRUSS TO WALL- DEEP TJI PRO 50 AT 24" O.C.
EVERY OTHER STUD AND EVERY HEADER
2
Q)
DO NOT COUNT COUIRSEWORK OR KING STUD. 2xI0 PT No.2 SYP PL 5/411 x IIB-1511 T[M5ERSTRAND (2)2xl2 No. 2 SYP PORCH BEAMS
MEASURE CEILM HEIGHTS FROM 2xIo No.2 SYP CONT BAND BOARD. RIM50ARD CZNTINUOU5
STRUCTURAL DRAWINGS. REFER TO PORCH BEAMS TO POSTS WIT14
ARCHITECTURAL RDRAWINGS FOR BAND BOARD TO EACH FLOOR TRUSS (2)2xro No. 2 SYP TOP PLATE (2.MSTA24 WI(20AOCI.
ELEVATION IWORMATION_ WITH C516 AND (20)10d. 2x0i PT No. 2 SYP LEDGER FASTENED CID
2xib No.2 SIFF STUDS AT Ito ll O_C_ TO FRAMIW_s WITH (2)ROWS SIMPSON
3/4" T4G PLYWOOD FLOOR PECK 711ro" 0515 FASTENED TO FRAMING 608 1/4x& SCREWS AT 8" O.C.
FASTENED TO FLOOR FRAMING W/ W/8d AT 3" OZ. ON EDGE AND 1611 CONNECT PORCH BEAM TO WALL
10d AT 4" OZ.ON EDGE AND 12" OZ.
IN FIELD. ALSO SCREW AND GLUE. STUD IN WALI_ AT CONNECTION
15UTT WELD 1/2" ALI_ THREAD TO IlAro AT LOCATION.
5QUEAK-PROOFING OUTSIDE THE 24" OZ. AND F-=IP WITH 2" SQUARSE WASHER �Q)
SCOPE OF THE ENGINEER. AND NUT AT 50T PLATE 2xlO PORCH FRAMING :3
FLOOR TRiZS BY ME TRUSS 2xb No.2 SFF 50TTOM PLATE CONNECTED 11 -) z
TO EVERY OTHER STUD AND EVERY HEADER---,,,,. POST TO WALL WITH HTTI& Q)
SINGLE PT 2x12 LEDGER FASTENED KING STUD WITH OF-4-46 WI(IO)IOd. Q)
TO WALL WITH (2)ROWS 1/2" DIA POST TO MICROLLAM JOIST WITH
x roll EMBED ALL-THREAD AND FLOOR TF4J55 BY TRUE TRJ85 3/4" T#G PLYWOOD FLOOR DECK (4)CSI& WI(12AOcl.
15" DIA WASHERS AT 32" OZ. FASTENED TO FLOOR FRAMING W1
lod AT 4m O.C. ON EDGE AND 12" O.C.
12" U-BLOCK TIE BEAM WITH (2)P5 2& (2)04 CONTINUOUS IN FIELD. ALSO SCREW AND GLUE. WATERPROOFIWz OUTSIDE A::
CONTINUOUS 04 VERTICAL AT 16" OjC, IN EACW SGUEAK-PROOPWa OUTSIDE THE THE SCOPE OF STRUCTURAL 0
EAC44 OPENING. ENGINEER. CU
23 FLOOR TF!USS BY TRUE TRUSS SEE ARCHITECTURAL
DRAWINGS FOR DETAILS.
04 HORIZONTAL SPACED 32" OZ. SCOPE OF THE ENGINEER
25" LAP MIN CORNER, AND EACH SIDE OF
05 VERTICAL AT Irp" OZ, IN EACH LOGIX 411 CORE ICF WALL
Ct)WER, AND F-AC44 SIDE OF
EACH OPENING.
MK 2K 29 TI-ESE STRUCTURAL DIRAWINGS
DO NOT COUNT COURSEWORK OR PT 2WO PLATE CONNECTED TO UEFM PREPARED FORTHE
MEASURE CEILING HEIGHTS FROM WALL WITH 1/2" DIAMTER x (211 CONSTFa4CTION OF TWE PROJECT
12111350 PSI CMU WALL WITH STF=TURAL DRAWINGS. RE R To EMBED ALL-THREAD AND 1.5"
Wl(pxro*l 36 kal STEEL BEAM WITH 2xlO No.2 PESC'PJ5EP IN T1418 TITLE CLOCK
FULL BED TYPE M OR S GROUT ARCHITECTURAL RDRAWINGS FOR 1/41, EXPAN51ON JT SYP LEDGER FASTENED TO WEB WITH (2) DIA WASHERS AT 32" O.C. AND ARE INTENDED FOR USE 5Y
AND 5a TRUSS TYPE JOINT ELEVATION INFORMATION. ROWS 5/8" DIAMETER A301 THROUGH BOLTS A LICENSED CiONTRACTOR Do
REiNF6kCEMENT BETWEEN EVERY 1 411 SLAB ON GRADE OVER 6 MIL AND 211 DIA WASHERS AT 2411 OZ. STAGGERED VxT4113000 PSI CONCRETE NOT PERMIT CONSTWCTION
OTHER COURSE. VAPOR BARRIER OVER TERMITE BEAM WITH (2)S TOP AND UT14 TWESE PLANS MY AN
TREATED SOIL. loll x 1311 x I" THICK 5RG PLATE WITH (4)3/411 5OT AND 02 STIRRUPS AT 7 OILLINER-BUILDER OR OT14ER
12" CM U-15LOCK W145 CONTINUOUS A325 BOLTS CaNECTING BEAM TO PLATE!�_� OZ. UNLICENSED eUILDERL
IN 611 X all SlQUARE PATTERN CENTERED ON
45 STARTER BAR AT EVERY 411 SLAB ON GRADE (POOL PECK) COLLUMN (TYP TOP 4 50T COLUMN) ��I-W210 EACH JOIST '�� BWI
WALL VERTICAL - 25" LAID 1/4" FILLET WELD ALL THE WAY AROUND .... .... 16" DEEP x 36" WIDE CONCRETE
S BAR WITH 12" BEND TOP AND CIONNECTING 51;rz PLATE To COLUMN STRIP FOOTIW3 W/(3)05 CONTINUOUS Consulting Inc
BEARING ON UNDISTURBED OR
50TTOM AT 4811 O.C, IN EACH 511 DIAMETER x 3/811 WALL THICKNESS ER:LY Fl;�EFAREP SOIL.
COWEP, AND EACH SIDE OF 3ro kal STEEL COLUMN.
EAC44 OPENING.
12" CMU J-5LOC_K W/f!5 CONTINUO TOP OF GARAGE CURB
411 SLAB ON GRADE OVER rp MIL
25" LAP MIN VAPOR BARRIER OVER TERMITE
TREATED SOIL.
05 15AR AT lro" OZ.AND IN EACH COFF;eNER 00 NOT COUNT COURSEWORK OR
MEASURE CEILING HEIGHTS FROM
S BAR WITH 12" BEND TOP AND STRUCTURAL DRAWINGS. REFER TO
Ua— 50TTOM AT 3211 OZ. AND IN EAC ARCHITECTURAL RDRAWNGG FOR
COWER ELEVATION INFORMATION.
1611 DEEP x 3611 WIDE CONCRETE
STRIP FOOTING W/(3)5 CONTINUOUS
BEARING ON UNDISTUF0ED OF.
PROPERLY PREPARED SOIL.
Iroll DEEP x 36" WIDE C.MCRETE -------
IE
STRIP FOOTING WI(3)P5 CCNTINII 1i
BEARING ON UNDISTURBED OR C3 10 4 -A
CD W
PROPERLY PREPARED SOIL. -
50TTOM OF FOOTING MAX 2' a .:� ,,
cc: -j
4" SLAB ON GRADE OVER & MIL ABOVE BOTTOM OF POOL
VAPOR BARRIER OVER TEWITE Warra'n',V ' il
TREATED SOIL. 3
0
EXTEfRIC UJALL
r2 EXTEFN., 10F... WALL WALE: 1/2" all-Oil ST5
UJ EXTEfP..., 10f;z� WALL ALE: 1/2" a 11-011
SC-ALE: 1/2" a V-0"
��i_�rp (T%rf=1CAL)
Cq
3/4" T4G PLYWOOD FLOOR DECK 25" x 25" BENT 05 AT EACH WALL VERT Ir 21
FASTENED TO FLOOR FRAMING W1
10d AT 4" OjC.ON EDGE AND 1211 O.C. LOGIX 4" CORE ICF WALL
IN FIELD. ALSO SCREW AND GLUE. JJL
SQUEAK-PROOFING OUTSIDE THE
SCOPE OF: THE ENGINEER. PT 2x4 SLEEPERS AT It," Or- 12" J-5LOCK TIE BEAM WITH On
FLOOR TRUSS BY TRUE TRUSS CONTINUOUS LL,
4" SLAB ON GRADE OVER& MIL 25" x 25" BENT 05 AT EACH WALL VERT Q)
LOWX 411 COFM ICF WALL VAPOR BARRIER OVER TERMITE
TREATED SOIL. w Ca
05 VERTICAL AT 16" OiC.AND IN EACH FASTENED 005 TO FRAMING Q- Q)
015L PT 2x`12 LEDGER FASTENED DBL PT 2x12 LEDGER FASTENED COSNER. 311 O.C. ON EDGE,611 Oic. 2x4 SYP OUTRIC<-jF-R 3
TO WALL WITH (2) ROWS 1/2" DIA, Ca = d)
x ro" EMBED ALL-THREAD AND TO WALL WITH (2)ROWS In" DIA IN FIELD WITH 8d AT 24" ON CENTER
CLIP TO GABLE TOP
IB" DIA WASHERS AT 16" OJS. x ro" EMBED ALL-THREAD AND 4" SLAB ON GRADE (F1001- DECK) C44ORD WITH H8 W/(10)8d.
1511 DIA WASHERS AT 1611 Or- BLOCK SHEETING z
1211 U-5LOCK TIE BEAM WITH (2 E>Cl mm"m EDGES WITHIN 4- 9
CONTINUOUS -------- 1/Irb,lOS5 OF GABLE TRUSS :3
z: Ca
x x x
2511 LAID MIN BLOCK BETWEEN z
05 VERTICAL AT Iro" O.C, IN EACH 12" U-15LOCK TIE BEAM WITH (2)05 OUTLOOKER5
CORNER AND EACH SIDE OE CONTINUOUS GABLE TOP
F-AC44 OPENING. CWORD %si
25" x 25" BENT 05 AT EAr-H WALL VERT— 12111350 PS1 CMU WAJ-L UJIT14 Z —
FULL BED TYPE M OR.9 GROUT 0 a) (P
12" 1350 Pal CMU WALL WITH S VERTICAL AT 1611 O.C, IN EACH' ,,,—AND S!@ TRUSS TYPE JOINT L-BRACE ON
FULL BED TYPE M OR 8 GROUT CORNER AND EAC44 SIDE OF REiNFoRc-EmE:xT BETWEEN EVERY
AND Sg TRUSS TYPE JOINT GABLE VERTS AS
REINFORCEMENT BETWEEN eveRy EACH OPENING. OTHER COURSE. SPECIFIED BY TRUSS Q)
%- Ca
OTHER COURSE. 12" 1350 PSI CMU WALL WIT44 MANUFACTURI-=R.
00 NOT COUNT COURSEWORK OR FULL BED TYPE M OR S, -GROUT 05 STARTER W/12" BEND AT EVERY (p
MEASURE CEILIWj HEIGHTS FROM AND eg TRUSS TYPE JOINT .. ............... L VERTICAL 2511 LAP 'D
STRUCTURAL DRAWINGS. REFER To 1;;a---IW-OW--r=MENT BETWEEN EVEI
ARCHITECTURAL RDRAWlW3S FOR ABLE TRUSS
ELEVATION INFORMATION. OTHER COURSE.
TREAT EXTERIOR OF: WALL WITH
05 STARTER BAR AT EVERY WATERPROOFING (DESIGNED BY
WALL VERTICAL - 2511 LAP OTHERS)
05 BAR WITH 12" BEND TOP AND
50TTOM AT 45-1 O.C, IN EACH 05 STARTER BAR AT EVERY CLIP END OF LATERAL BRACE
CADF;NER AND EACA4 SIDE OF: WALL VERTICAL - 2511 LAP
EACH OPENING. TO GABLE BOT CHORD WITH (2)
H25 WKS)8d.
12" CMU J-13LOCK WP5 CONTINUOUS S BAR WITH 1211 ISEND TOP AND
50TTOM AT 48" O.C, IN 112111,11111"'�l I. ............. BOTTOM OF FOOTING MAX 2'
CORNER AND EAC44 SIDE ABOVE ffUfTOM OF POOL
EACH OPENING.
1211 CMU. J-5LOCK W/S CONTINUOUS Dq
4 GABLE BOT C4401;Ro.
PG 5 FASTEN To TOP PLATE
SYP LATERAL TO STUD WALL WITH�l —W/Iod ToE NAILS AT
E 6 48". (2)lbcl MSTA12 WITH (8) all ON CENTER Q)
THROUGH BRACE INTO 10d AT 48" O.C.
EACH TRUSS 50T CHORD
GA5LE ENP 5RAGING DETAIL CID
16" DEEP x 36" WIDE CONCRETE
1611 DEEP x 36" WIDE CZNCRETE STRIP FOOTING W/(3)5 CONTINUOUS
STRIP FOOTING W/(3,W-7 CONTINUOU! BEARING ON UNDISTURBED OR
5EARNG ON UNDISTURBED OR PROPERLY PREPAI;MD SOIL.
PROPERLY PREPARED SOIL.
411 SLAB ON GRADE OVER & MIL Q)
:3
VAPOR 15ARRIER OVER TERMITE Z
TREATED SOIL. Q)
(--4�FOUNIDATION 5ECTION. <
SCALE: In" V-V
TI-IESE STI;=TlJRAL ORAWW-56
(2)05 TOP AND 50TTOM UJERE PREPASED FORTI-IE
3000 FIB[ CONCRETE FRAME CONSTRIXTION OF THE PROJECT
STIRRJPS NOT SHOWN FOR DESCRIMED N THIS TITLE eLOCK
CLARITY. SEE OTHER SECTIONS AND ARE [WENDED FOR USE 5Y
FOR COMPLETE INFORMATION A LICENSW 0ONTRACTOR.Do
25" x 25" BENT 05 AT EACH FRAME 5AR— NOT FEWIT CVKSTR=TlON
25" x 25" BENT 45 AT EACH FRAME BAR UT14 THESE PLANS 15Y AN
OLINER-BUILDER OR OT14ER
2K 2K
FLOOR TFAZSES 5T TRUE TRUSS
BWl
W16 STEEL BEAM
Consulfing Inc
PT BRG PLATE
BUTT WELD 04 x 30" AND LAP
WITH WALL REINFORCEMENT
(TYP 4 SHOWN)
ICF WALL - DISCONTINUE A
STEEL FRAME/COLUMN
511 STEEL PIPE COLUMN
(4)S WITH 12* (4)05 WITH 12"
BEND 50TTOM =N
TOP OF GARAGE CURB BE D BOTTOM (4,P5 WITH 1211
(TYP) AND TOP (TYP) BENDBOTTOM
(TYP)
l<
CD
Warrsr�lv
FEZ
16" DEEP x 36" WIDE CONCRETE
STIRIP FOOTING W/(.31wn CONTINUOUS
BEARING ON UNDISTURBED OR
A STEEL WALL ELEV 'PROFERLY PREPAStED SOIL. ELEVATION.
ST-(o re-ALE: 1/2" V-0" ��-ro SCALE: 1/2" V-0"
4
MAP SHOWING SURVEY OF
A PART OF GOVERNMENT LOT 3, SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE
PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE
SOUTHERLY RIGHT OF WAY LINE OF 19th STREET (A 40 FOOT RIGHT OF WAY) WITH THE WESTERLY RIGHT OF WAY LINE
OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY, A 25 FOOT RIGHT OF WAY); THENCE SOUTH 03*19'00"
EAST, ALONG SAID WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE, A DISTANCE OF 50.06 FEET TO THE POINT OF
BEGINNING; THENCE CONTINUE SOUTH 03*19'00" EAST, AND ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE
OF 50.06 FEET; THENCE SOUTH 89*29'00" WEST, PARALLEL WITH THE SOUTHERLY RIGHT OF WAY LINE OF SAID 19th
STREET, A DISTANCE OF 100-00 FEET TO THE EASTERLY LINE OF LOT 20, BEACHSIDE AS RECORDED IN PLAT BOOK 42,
PAGES 14, 14A, 148 AND 14C OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 03'19'00" WEST,
ALONG THE WESTERLY LINE OF SAID LOT 20 AND THE WESTERLY LINE OF LOT 21 OF SAID BEACHSIDE, A DISTANCE OF
50.06 FEET; THENCE NORTH 89*29'00" EAST, PARALLEL WITH THE SOUTHERLY RIGHT 'OF WAY LINE OF SAID 19th
STREET, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING.
118, Pvc
SANITARY MANHOLE #2
10" PVC= CENTERLINE 19TH STREET POINT OF REFERENCE
40' RIGHT OF WAY (PAVED)
10" PVC\\ WOOD POWER POLE
EDGE OF PAVEMENT NTH BENCH MARK #2 z
ELEVATION-25.71
CLEAN
CONCRETE
W) 4 C
0
.2' --0.4* (100.00')
1.0- WIDE, 5.0- HIGH WOOD r
0.3- ; ROCK WALjL
FENCE WITH CONCRETE WALL
INSIDE
c
z
p
b p 0
04 1 VACANT ci
LOT 21 0
POINT OF BEGINNING
C
cil
rn,-
z
< >0
'1 -0 z —co
0 > WATER _n
0 0 m
N89"29'00"E 100.00' METER 0 70
CD K:
7 rn
I Ln
0 c�
0 z 21.9' �4T,4 r- >
21.0' 0 27.5'
G-1
0 cl�
(A FINISH FLOOR=18.1
FINISH FLCOR=27.7
0 >
LIVING AREA GARAGE �14 A
ENTRY
AREA cm�RETE-ORIVE
_0 > ct F, Ln ryl
> C:) FOVNDAFION
. 6 > >
0 1-1 C:) >
M > Ln�
U) 2 5.2'
22-51
:E Fi >
M om
4 U
, .,4 >
m A
ul I
0 >
_01 L4 .4,
> 25.9' -4
20.2'
0 fli - 4 1 c_
0 1.4' >
1.0- WIDE BLOCK cr)
HEADWALL , Z�m
y
5' WOOD tENCE - _'/ �4 ' _n
6 d F_C 6_R C_R E 1 r
2
z
S89929'00"W 100.00 1
CONCRETE
LOT 20
NOTES:
-THIS IS A SPECIAL PURPOSE SURVEY TO SHOW FOUNDATION
LOCATION ONLY.
-BEARINGS BASED ON WESTERLY RIGHT OF WAY LINE OF
BEACH AVENUE BEING S03*19'00"E AS PER BOATWRIGHT LAND
SURVEYORS DRAWING NUMBER: 2003-1555,
DATED: JANUARY 5, 2004.
THIS SURVEY WAS MADE FOR THE BENEFIT OF
RUSTY & AMY PRITCHETT; EVERBANK.
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
FLOOD ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD 6 OA I
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE ......
"FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL
NUMBER 120075 0001D, REVISED APRIL 17, 1989 FOR
ATLANTIC BEACH, FLORIDA.
"NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED DONN W. BOA TO WIT
SURVEYOR AND MAPPER." FLORIDA LIC. SURfl?Yq '.iqtP% APRE
R No. LS 3295
FOUNDATION: JUNE 29, 2004 FLORIDA LIC. SURV
lopm,d'BUSINESS No. LB .3672
CHECKED BY. DATE:
DRAWN BY: CSK BOATWRIGHT LAND SURVEYORS, INC- JANUARY 5, 2004
FILE: 2004-0849 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
XREF: 2003-1555\CSK
FIBERGLASS SHINGLES ON
15# FELT
7/16* OSB SHEATH.
STAGGER JOINTS
INSTALL PER CODE W/
MET. SPACERS & 8d NAILS
6- O.C.Lr O.C. W/IN 4-
OF GAB ENDS) AT
ALL SUPPOR
TRUSSES 0 24! O.C. 20'-r
TRUSS TIE DOWN STRAP 04
11-10 11r Ek TRUSS (SEE DETAIL OUTSIDE SHOWER
SHEET 5) LOCATE PER CONCRETE PATIO
OWNER ,CONC.
....................... ........ STOOP
... .............................. 3' CONC.
. ..................... .
20' B.R.L WALK
... ................ \K1 F
Er BATT. INSULATION
ANOD
STUD-TO-Pl- ANCHOR
ALUM (SEE DETAIL SHEET 5)
iL
DRIP --------
EA. STUD L
0 1 -- -
'PROPOSED HOUSE J /TI
P.T. lX2
BATT. INSUL F070
SLAB ELEVATION PER CITY
P.T. 2X8 and 101,
FASCIA
ffoo
3r DIAMOND CONT. BLOCKING CUT
SCRN. VENT BTWN. 0 SHEATHING + IL----
is -,I
d 13 M---------------a-------a
24 " O.C. .... JOINT
LSD
*SYNTHETIC STUCCd* -----------
't>A/C
WATER PROOF ccd* 10, B.R.L""�
SYSTEM -----------
TYP. 2X4 STUDS 0 1 V* O.C. ------------ COMPRESSORS
. ..... (SPIB f 2 0 SHEAR
7/16 OSB SHEATH. r
WALLS) UPPER STORY Gr
W1 8d NAIL 0 Ir I
STUDS TO LINE W/ L--J
O.C. 0 EDGES & it LOWER STORY STUDS 0
O.C. 0 FIELD STUDS
SHEAR WALLS. 04
MIN. - INSTALL PER L
—————————--k' I
CODE W/ METAL ----------- 0
SPACERS TYPICAL
CANTILEVER
ABOVE 'o
31,C PLYWOOD FLOOR CANTILEVER
z
C) . GLUE & NAIL W/ 10d ABOVE
NAIL 6* O.C. 0 EDGES
wo C; & 1Z O.C. 0 FIELD 20' B.R.L "OK""N
10 CLZIN� in all
- on
+ L)
� -e�X- 3' CONCRETE
a 0 - - - - - WALK 20'
n B.R.L
0 0
cr w�- �- �
c'.1 2 ffi
V) A,P,PROVED
ol�X�s
0 CPY OF ATLANTIC BEACH
0 SOLID BLOCKING BUILDING OFFICE
46.89,
8 1996
MIN. 1/2" DIA. "A7 13OLT
0 21- O.C. & W/IN 6r (2) P.T. 2X8
OF CORNERS, EA. SIDE PLATE 16' CONCRETE
DRIVE
OF PL SPLICES BOND BEAM W/
OPENINGS & M SIDE
CONT. #5 T & B
19
GYP. BD. ON P.T.
:.,,----'2X FURRING W/
1 1/2 INSUL BTWN.
Er BLOCK WALL 81,
4! CONC. SLAB W/
6X6 10/10 W.W.M. B E A C H S I D E C 0 U R T
ON VISQUEEN
N�
E
GRADE VARIES ... .Xbs
CLEAN. COMP.,
CHEMICAL TREATED W
FILL DIRT
ir BLOCK FOUNDATION TYP. # 5 OR # 7
WALL FILL ALL CELLS 0 FlLI-ED CELLS
W/ CONC. SEE FOUNDATION S I T E P L A N
S C A L E 1 8 1 0
2Cr X lCr CONC. FrG.
W/ (3) # 5-S COW.
SEE FOUNDATION
L E G A L SITE PLAN & WALL SECTION
W A L L S E C T 1 0 N LOT 20, scm r N 0 T E D mom w i I M G I L L I A M rxvtsm. 9/16/-'96
9 c a I a 3 4 1 0 BEACHSIDE. DATE 8/28/96 M)w Nw8m 904 249 0072
ATLANTIC BEACH.
FLORIDA. THESE PLANS DESIGNED PER STANDARD FOR HURRICANE P E L K E Y 8 U I L D E R S I N C
RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93
FOR A 1 10 MILE PER HOUR WIND LOAD
DRAWW, NUUM OF 9
A T L A N T I C B E A C H F L 0 R I D A
ONE
46
�CONCRETE
ILLS
SHEAR WALL SHEAR WALL SH
------m7
4! CONC. SLAB W/
6X6 10/10 W.W.M.
P)
ON VISQUEEN
=4
MTS278 MM27B
—J L
TYP. 40 POST
PAPGA44 POST ANCHOR EA
1 Cr X Ir THICKENED SH -SHEAR-WAU-
SLAB W/ (2) 5-S WHERE SHOWN WA
M,
:I 3,0tST #7 VERT.
Ir BLOCK FOUNDATON THESE CELLS2
WALL - FILL ALL CELLS
W/ CONC. - SEE WALL
SECTION FOR VERT. STEEL ;0
V) 2Cr X 1Cr CONC. FOOTING
W/ (3) # 5'S 47 THESE 4" CURB
TURN OUTSIDE BAR CE
AROUND CORNERS 2T (n --�-lrW X 16* DP
TURN DWN.
EDGE W; (2)
m! 5'S
SHEAR WALL
17
P) w 04
a. 31
m
on-on m V)
SHEAR WALL ' SHEAR
WALL
8' BLOCK FOUNDATION
WALL ABOVE SLAB -
5D
INN Sol I
W, # 7 VERT.
�Z*J—
THESE CELLS WA THESE CELLS
2'-9' 2'-9"
24'-1" 17*-4* 21'-9'
F 0 U N D A T 1 0 N P L A N
% x STUD-TO-PL CONNECTOR
ErD HEAD 3f O.C. U.O.N. SCALE : 1 / 4 ' 1 ' - 0 "
0 3:r O.C.
A
10
(2) 5-S
F 0 U N D A T 1 0 N P L A N & D E T A I L S
T H I C K E N S L A B D E T A I L SCALL N 0 T E D MON BY j I M G I L L I A M wAsm. 9/16/96
F
0
9 c a I e 3 4 1 0 09L. 8/26/96 PHomE mium 904 249 0072
THESE PLANS DESIGNED PER STANDARD FOR HURRICANE P E L K E Y B U I L D E R S I N C
RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93
FOR A 1 10 MILE PER HOUR WIND LOAD DPKMM KAMM OF 9
A T L A N T I C B E A C H F L 0 R I D A TWO
40
_---LINES W/ WALLS ABOVE - SEE 2ND & 3RD FLOORS
OUTSIDE
SHOWER DIRECT 3060 WINDOWS SHEAR WALL
VENT & PARTIAL ROUND ABOVE CW1 6 CW16 CW15 CW15
PR 3050 EYEBROW 2030 SHEAR WALL SEE ELEVATION HB CAS. CAS. WALL CAS. CAS.
............................ 0- D. 3'
CONIC. LINTEL 2'4 1 CONC. LINTEL FRENCH
CW15
CAS.
C
3.
FRENC
CONIC. LINTEL CONC. LINTEL
OD 2'8
I POCK'I 5i
I x I CANTlLEVERED LO Lu
BREAKFAST
2ND FLOOR
FIRE
Lim
I PLACE
m I
PLAY ROOM BR #4 L
C I -j
CMTILEVERED;t GREAT ROOM 3: 0 FLORIDA
2ND FLOOR 2 STORY CEIL ROOM -j LO
C-4
ABOVE (n CL c3 LLJ
!� 0 z
26 00 p CL � 9
-1 0!4 0 0
10" r �4 V) 0 L)
40 2'8 (L 0 925 .2
100 0 En
0:
i� ir DIA CATWALK z
2'6 W
V) COLUMNS ABOVE Ln
;n 29 N
H Ln L)UJ
KITCHEN Z m
9-i---Ak 91 3, 30-,c in
m -7
4;
x 4X4 POSTS SET RND. COL 2$ 2'8 2'8 HB
risers INSIDE ON 1/2 WALL REFER. SHEAR SHEAR WALL
00 /i own WALL
IN. PANTRY ice
0 ly 3 1/8 X 11 LAM i ::I: —
PR 2'6 -- 2'8 #7 VERT.
,JHBL
2'6 ---\E�T WALK Z* Hl THESE CELLS
ABOVE-�,. WALL
;o
LIVING ROOM T;� i W)
FOYER y CEIL
I 1 4" CURB
V) 0— PER BUILDER
17 THESE a
BLOCK STEPS 0-1
Co— CE z .0
DOWN UNDER :D -
LANDING DINING !E ui
v) uJ 0
onc. ROOM a-z
lintel
CONC. LINTEL CONC. LINTEL
1 /9
I I I I I I I I I I I I III RIF- --------------- LIND 00
3060 SHEAR WALL 3060 —5 1/8 X 10 le. I I SINK L -i z
21* NTRY
5'-,C EYBROW CANIT. LAM
EYBROW Z� �4r, CELL;t
FILLED
0 13ELOW m CONIC. LINMEL
�305 _j=
LO MROW ----- ------
GARAGE
SHEAR BAY SHEAR ELLIPSE
CANTILEVER WALL 80, WINDOW WALL Iff V)
LANDING Mo
4050
>
W 0
0:0
z z
C14 W
2'-ICr 1l'-11" 5" 11-110
Al
0 C.)ui
z 0 V)
B 16' X 7' O.H.
+
CONIC. LINTEL v
7 VERT. EAR 7 VERT.
L
W�A
THESE CELLS L —THESE CELLS
2'-gr 16'-S' 2 -9"
16'-Y 7'-fr 5'-fr 17'-r 21'-9"
SQUARE FOOTAGES:
FIRST FLOOR 1630
SECOND FLOOR —1160
THIRD FLOOR 266 F I R S T F L 0 0 R P L A N
BONUS 363
TOTAL HEATED —3419 smL 1/47 = 1'-0" m" By i I M G I L L I A M REMSM.1 9/16/96
GARAGE 462 DATE. 8/26/96 PHow wmmm 904 249 0072 FEVISM.
THESE PLANS DESIGNED PER STANDARD FOR HURRICANE P E L K E Y 6 U I L D E R S I N C
RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93
FOR A 1 10 MILE PER HOUR WIND LOAD AT LA N T1 C B EA C H . F L 0 R I D A mWm mium OF 9
THREE