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EIGHTH STREET
MAP SHOWING BOUNDARY SURVEY OF
LOT 40 AND THE EAST .15 FEET OF LOT 42, BLOCK 10,
AS SHOWN ON THE MAP OF SUBDIVISION "A ", ATLANTIC BEACH
AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT
PUBLIC RECORDS OF D.UVAL COUNTY, FLORIDA
CERTIFIED TO: CLADOAGH CONSTRUCTORS, INC.
---W `6D,
LOT 41 II LOT 39
\SLOT 43 \ 1
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651082 ,s' LJ VE
Q�' OAK —
\ 1 3 m RECEIVED
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OAK
\� I ► 1 MAR 2
I -° �o POOL./ SPA I GARAGE Citi of Atlantic goad'
\ I I I \
l I I I 1b) sa- X161 i � I �uildin� and zoning
�06� I I I `•k
PINE
17- I I I I S
PALM i 12--
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1 I 1 31'UVE I I / OWA AK R o
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K'LIVE oa�K � LOT 38
WEST 35' Ok LOTI4,2 0 1 1 RE79DE" 12.
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BENCHMARKrwDOD POWER POL.F
NAIL IN WOOD65. ��� F�.___.
POWER POLE City of Atl Ic Beach
ELEV.-(10.19) X10 (l g Department
This approval verifies compliance with applicable
zgqning, subdivision vd other local land
Okteloppment ggglatio��gg.hut does not constitute
ti� ti —• — — ppro for the lasuant:e of permits. Compliance
with Florida Building Code and all other applicable
�-- �-
EIGHTH STREET local, State and Federal permitting requirements
must be verified by s' elute of the C of Atlantic
Beach Building Cfr ' 1 prior to the suanoe of a
Building PermN.
Approved
mar+ eve vpmen reT"'fc o"'~
Date:...r11..K=� .� =i��
UNLESS IT BEARS INE SIC ArURE AND THE ORION& RAISED SEAL OF A FIAWA LICENSED SURVF/CW Ah41 MAPPER, IWS ORAw
PLAT OR NAP IS FOR INFORW7tON L PURPOSES O"LY. AND IS NOT VALID
NOM LEGEND DALA£ 03-26-02
2--.
1. Bo&*W ars based an theI X20
2. 77Th b o MAP SgOWNG BOUNDARY SVRVFY Q LAP1a/r3 Cpl�r/F yprtsRTtr J08 ND.
J t7erntkns shown thus (110)re/iv to US Coastal and Geodetic Survey Datum. Noland �x DEW71S FEW
C@Odgtk Vertical Datura o/ 1929. (MaV.D. o/ 1979) O t7m7u rn'BMW PIPE ser
4. By GrCP1ik plotl6rg ar1/1t the property drawn hereon Yes within Zane: IdTN CAP. R A&UM A ASSOC Pogo
as shorn an the ksderd Emergency Nordrmeat Agency(FEA4A� Notknd Flood fnsurancs 9 QE%W PME Fdm Corr/P f-11t, 02-704 d—
Program, flood/nsuraree Rote Map (FT.RN) Gammunitl-DPaarrd Numbr a (tpprpTKy aloes qur Drawn by
M Rertasd aM1ote : -- -
S Unless otherwise noted any port/an al'the poresl that may be deemed as **@Hands
by Slots
of Gowmmrrtd A�°^des, has not been detennyed and any/labllty rgdtlmg RICHARD A MILLER rs ASSQUATES
therehem Is not the rospanswr/ty o/ the wdrdpved PRfXCS9tTtlAL LAND SURVEYTaRS
6. linen may be Rsstrktlans d Casements Rerord evidenced by MeexaMnyallon shot 8701 BEACH BLVD., SUITE /700 Fox (904) 721 9798
hart not been shown hereon ,,ACK_4*yWLL.E, FLORIDA .12218 Tale (904) 721-1926
A89ffVIA71ONS THAT MAY BE USED W WS SURWY _
„tom TlpN ABBRE•NAMW DEFt 7X7
Psm001"T Central Pohf l� S L�rr�d set !1s!e ro[near aur no aA.ntr a x ural Rrrs[m+rxnw a.w,tcuu
Permanent Rs/eroncs Merrumenl ReQNters�guL�l�n7d Surrryp WAR!
t rrrPP:aBI/sr►�f v qufhic Au" }tyLAW AAO�If o/ onA CAr Condl/anx e x ATV Codf* Tderlslm
P.
Poyt of pterso turf pwrtr@ad Lyes
P. brterseclksr F..N) FWd Measured,VV 1:146,
Nae�17y s A s eWdePg� auth �iol�Arigfee�quuda fryCH A. MILLER, STATE OF FLt7RlQA REpSTFRFD
��_ �i setrfctlan Lye Concrete P e LAND SURVEYM. CERTIFICATE Na -MW
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THiEADED ROD EMBEDMENT REGL
TYPICAL.EMBEDMENT- 1"
SHEARWALL ENDS- 11'
STEMWALL 1501WORCEMENT OTHERS AS NOTED ON DETAIL5
Up TO 6 COURSES, 84 VERT.+ 48'O.G- 8"CMU J-BLOCK W/(U'5 CONT.
I TO 10 COUR&E& 04 VERT.is 24'Or-
11 TO 12 COURSES; •4 VERT 0 12"O.C. VERT.REINFORCEMENT TO HAvE 11"
STEMWALLS OVER 6 COURSES TO HAVE BEND •TOL'AND 5"GENU w BOTTOM
TFv"TYPE HORIZ.JOINT RE"MTu,EEN
EVERY OTHER COURSE. bx6-WIA x WI_LLLLF
N
FNISW
GRAPE 8"MIN - —T c1
1
CAw-IIAFoolltra SPECS
1-STORY. a"x 16"W/(1) VT
+4 GO .
NOTE, 17, 2-6TORY, 10"x 20"W/(3)04 OR(2)5 (P
1 3-STORY, 12"x 14"111/(3)•4 OR(2)~J �+
SPECIAL CA14E SHOULD BE 1
EXERCISED BY CONTRACTOR WHEN 1 1 O
BACK FILLING 5EHINP A STET111ALL, ' N FOOTING TO BEAR ON 0 -�--� • S-'
PARTICULARLY WHEN It IS OVER b FIRM UNDISTURs3ED SOIL N
COURSES HIGH. SHOULD THIS
CONDITION EXIST,RECOMMENDATIONS 4"offr.BRJCK LEDGE NOTED ON FNP PLAN 13'-0" m
MAY BE OBTAINED FROM THE -- —
ENGINEER OF WC.ORP. A
CMU 5TEi"iWALL SECTION
W
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(1)04 CONTINUOUS I I I I W
1 L- 1-----------------
r________�_______f 1I I I P }-•
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WATERPROOF 9ARRIE 6x6-WI.4 x WI.4 W.LF
I S I -
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UNDER SPIRAL. 1 -------------r- -t----------
BEARING WALL FOOTING SECTION 3 5TAIRCA5E ffI --- _ I
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AIM _J
241_3° I i____a 16" BASE ]
--___---------- -T------------' , 1
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6x6 WL4 x WL4
WATE 4"Q00F 6ARRIE a" 8" 4' 1
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CURB STEP SECTION 4 I --- - I ST-3 n I I r
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Z _ C
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W/CONTRACTOR PRIOR TO CONSTRUCTION ' ' - 1 I _ -0 > v -a vb 0-
44. w
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6x6 UA x WL4 9" I t i ST- i 1 W-2 c o aXi C p O c Q
WATERPROOF RAWER a" • IZ" 4" 1 I � i i ST-I � v� u v p N o � v
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BEARING CURB STEP SECTION ro 0 i 2 I �/ "N ° ;,=v aro-
I I �_.______.� �______ ________________J 1L C p1 p1 2 J= U
- N 10
ST- I I ------------------- 1 I 1 'C c O't' N p
`' i 1 S" CMU WALL OVER 10" x 20" FOOTING W/(2) ' 1 1 1 i i I I 1 1 1 O O w O 5 d� C.v In c
1 I 0 C E... C O
1 '5 CONTNUOUS. PLACE "S VERTICAL 1 ' 1 1 i G 1 i i 1 I t LL C C= o -` c Q u
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REINFORCEMENT
SEAM W/'52GONTINUOUS OP OF I j 1 1 , 1 , , I I I Z 0 v v '� V y v C
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STEMWALL. (TYP,3 PLACES) , , `fl 1 1 , , , , 1 1 1 v o n v L v_ m E._ y o
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5 VERTICAL i„fiF 1 i D 1 0 i
16" O.C. 10'-0"
'5 HORIZONTAL Z
rTMP 5) BUILDER:
� Claciclaeh
4" THICK HOLLOW CORE SLA5 15Y OTHERS.
05 HORIZONTAL C. - 5U5MIT SHOP DRAWINGS TO EOR FOR REVIEW LOT NO..
(TYP 3) 9 PRIOR TO FAf3RICATION AND INSTALLATION.
40
'S VERTICAL
z SUBDIv151oN:
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C
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16" O.C. `�
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/15 DOWEL-\
Ik+" D.C. 1'_6 0 iY
8�u M 0
(5)04 CONTINUOUS REVIEWEP-
1 11
o QVC
501611
n REVISIONS DATE
45 CONTINUOUS Q
04e12" "' z
T45 j
0
12"
STRUCTURAL ICEYNOTIS:
_UASCE 1-98, 120 MPH WIND
8"x8" DEEP THICKENED EDGE 36"SQx20" PEEP FTG W/ LL
AA W/(I)'4 CONT _I (4)"4 EW Q
a) !
RW TYPE I RETAINING W,4 12" DEEP FTG W/"4 � 1211 48"54x24" DEEP FTG W/ }
1/2"= 1'—m" W TY RLL
II RETAINING WAEW UNDER BOX COLUMN (5)0`4 EW, TaB
/2 =I m o
1/2
16"54x12" PEEP FTG W/ " ALL-THREAC) DRILLED =
!3J"4 EW 4 EPDXIED W/2" SQUARE U I
WASHER MIN. 6" EMBEDMENT W
ALL - TI�fREAD CONNECTION 5" 'STE1 l IN5TALL ATiON SFE CIFICATION A TRUSS TO HEADER, REQUIRED W, EACH END
D HT530 W/(20)10d OF OPENING QW. (e04)241 -5200
NOT 5: LEGEND
One All Thread Connection (ATG) is composed of 1/2" aro ksi all-thread that runs the full vertical height of the walll, penetrating both the TRUSS TO HEADER
to and bottom plates, and routed with Simpson 5tron Tie Acr lic-Tie into concrete. The typical embedment IS 6" for monolithic I. FOR STRUCTURAL DETAILS, SEE C2r2xry-1/2 - HEADER/BEAM GALL-OUT ATG# * - ATG DESIGNATION PER SPECIFICATION NO.2 SYP BEARING BLOCK
p II p g p g- y yp � E 12�-1TS30 W/!20)10d �L__ FASTENED TO BOTTOM
concrete and 7 for stemwall and bond beam applications. The Simpson Strong-Tie Acrylic-Tie must fill both the Nole in the concrete and APEX TECHNOLOGY DETAILS SHEET NUMBER OF KING STUDS EACH SIDE OF OPENING ASSEMBLY DESIGNATION
the hole in the bottom plate. Use a 9/16" drill bit For plate and concrete holes. The top end of the ATC Is bouned to the top plate with NUMBER OF JACK STUDS EACH SIDE OF OPENING A. WALL MUST BE SHEATHED W/ 7/16" 055. FASTEN OSB CHORD OF TRUSS W/126
a 3" square, 1/8" thick washer and a nut. The all-thread may be spliced with a Coupler threaded onto the all-threald a minimum distance or 2. IF HEADER NOT SPECIFIED, SIZE OF HEADER MATERIAL (NO. 2 5YP) TO FIRST (BOTTOM) TOP PLATE W/8d 0 3" O:C. TRU55 TO HEADER COMMON NAILS. USE (2)
1/2" at each end of the coupler. The coupler shall be rated for allowable tension of 3,200 pounds under wind loalding- CONTACT ENGINEER OF RECORD B: SHEATHING REQUIRED AS SPECIFIED IN OTHER DETAIL-5. (2)LGT2 W/(28)16d ROWS m 3" O.G. FOR 2x4
NUMBER OF PLIES IN HEADER
„ DBL TDP PLATES FASTENED TO EACH OTHER W/(2) RC7W5 BLOCK OR (3) ROWS 6 3"
„ „ O.G. FOR 2x6 BLOCK. �
For atemwall and bond beam applications, ATGs at shearwall ends must have a 12 embedment. 3. INTERIOR BEARING WALL Oj - SPECIAL UPLIFT CONNECTION CALL-OUT. SEE DETAIL 10d m3" O.G. SPLICES IN 2nd TOP PLATE MUST BE 24 5Qx20 DEEP FTG W/
GORRE51-ONJING TO NUMBER LAPPED W/(2) MSTA18 W/(14) I0d EACH, UNLE55 SPLICE; (3)04 EW
Ins ection Items: To late shall be free of s lits, checks, shakes, and wanes. Maximum distance out of lum for alll-thread shall be 3" From 4. 12' PLATE HEIGHT FRAMED WITH 2x6 TOP PLATE SPLICES TO BE
p p p p p - SHEARWALL SEGMENT - PROVISIONS OF 5HEARWALL OCCURS AT ATG. BRIDGED W/!2) MSTA24 W/!18)
tap of bottom plate to top of top plate. SPF STUDS to ICO" OG (UNo) SW
SPACING OF ATG IN FEET 30"94x20" DEEP FTG W/ l0d COMMON EACH, (1)
5. II' PLATE HEIGHT FRAMED WITH 2x4 ASSEMBLY DETAIL GOVERN- A (4)"4 EW STRAP EACH FACE OF WALL. ARREN V. CARRIGAN III
Clarifications and exceptions to the above specifications should be directed to the Engineer of Record, Warrens V. Carrigan III, at the � ATG LOCATION
phone number and address In the title block SPF STUDS to 12" OG (UNO) P.E. No. 48e03
2-20-❑2
</
EACH KING STUD TO TOP PLT
W/SP04 WOO) 10d x 1-1/i" AND
TO BEAM BELOW W/MSTA36
W/08) loci EACH
SW
N
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ST- ST-1 a it a a a
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BEAM TO BOND BEAM �
W/NTT16 111/05) 16d IN BEAM
4 (U 5/8" DIA x 8" I=MBED,
DRILL 4 EPDXY ATR G1
2)2x8 ry
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)2)2x6-1/2 * O
e -'-J o
CIA
U
:1 C ROUND FLOOR MA50NRY FLAN � � �� N SEGOND F�.aoR, FRAMING FL AN � � '�.
(2)1X6 p N U_ i,
lu fK m
STD-3 410
q (11 U
Cli
� X (2)1x6-1/2 f
m
11 Q
Ln X p W
C14 (2)2x8 -A
a z
5
BEAM TO E30ND BEAM
W/HTTi6 W/(18) trod IN BEAM _2
t (1)5/8" DIA x 8" EMBED, �~ QJ
DRILL 4 EPDXY ATR 5T-1 (2nx6-I/2 !2)2x6-vz (2)2x6-I/2
l2ylx
PARALLAM PSL UJI
2.0E- 31/1" x 161•
sII I >
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(!1 dl C a•�
(2)2x6 W Nc °
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o a
Toro VERT WEB TO 4x4 NO-2 5YP PT o c '� u v
POST W/(U M6T136 FASTENED TO EAGN a Cn u 0 a q.-
FACE of TF�88 WNW 10dxl-i/7" (TOTAL 601 BY TRUE HOUSE C °i »� o v c
(2)r15T136 STRAP5). P05T TO 3Vz x 16 TIM15ERSTRAND c ° aci ° o A S
T u " (3)1x10-I/2
STEMWALL W/NTT22 W/C32�bd GOhA10N IN 2 TSG✓ C2r1x6-I/2 °� w v.v m o . v
POST 4 (I)5/e" x 12" EMBEDMENT, DRILL o r o c v c v v
AND EPDXY ATR sw
rnv i.c v o '-
C�T'-.9
C
a
e o c
)3)2x8-I/2 � Q° G C Vi o
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1 !2)2x6'I/I v o� x v a in E E°o
v- m
!- � p� P-0 ,o ° c_u
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NO HEADERI i i u.8'N o Ki t.-_v u
UNDER T01 I TOI 1 T02 C2rlx6-I/I
� A' IL
O
rJUj :ESHEET NO.:
AN
6T = 2
PROVIDE 2x4 NO2 5YP m
X-BLOCKING BETWEEN
TRA199E5. SCRIBE FOR TIGHT MICRCDLLAM LVL (3rlxl0-I/2 MIGROLLAM LVL x Q StrUCtura i
FIT f FASTEN TO ROOF 1.9E-5mi{" x 9/�" 1.9E-5ei" xN x s x
DECK W/(3))rad NAILS 4 TO I CRIP/2 KING 2 CRIPrl KING E 12 JV (Q S ,-`�� O I a S
DBL TOP PLT W/l3)10d B 12
TOE-NAILS. ST-
� 5T_3 ST-3 (3)1x8-I/2 JOB NO.:
ll.
FIRST <1 MF110101
1=
LDDiR FRAMING FLAN �uILDR:
SHEATH WALL FROM (2)2X8-1/I G la dc�a gh
CONTINUOUS FROM BEAM TO /T r
o DBL TOP PLATE. FASTEN 2x6 0(a LOT NO.:
NO2 SYP LEDGER TO STUDS J 40
* 16" 3)12dCMEN N (2)26-1/2
INEACH
6U5DIV1510N:
5HEATHINTO LEDGER W/10d V
GOMI"ION A 3O.G.
LW
31/2" x t6" TIMBERSTRQND SIJ X 1^^'t T f-hN T
\_U6 NO2 5YP LEDGER TO W 3) � � 5E A�yH
BEAM/FRAMING W/(3) 12d
MIGROLLAM LVL
Co M No16" O.G. 0
Q FLOOR PLAN:
(2)2x6-I/2
1.9E-5/4' x 16"
2 CRIP/2 KING (3rlx --I/2 !3)2x6-I/2 4 UJE5ER
DESIGNED:
NO HEADER
1 m 1�iC�i�
0 812 E312 I UNDER T03 REVIEWED:
5T-3
X11a A T l d
rY REVISIONS DATE
"'NO cJ T -3 0 o v e Z
5W O
T05 VERT WEB TO 4x4 N0.2 5YP PT �
TSG/ POST W/(U MST136 FASTENED To EACH
SC/ FACE OF TRU59 WK26) Imdxl-'/2" (TOTAL STRUCTUSAL KEYNOTES: U A5GE 1-98, 120 MPH WIND
(2)MSTI36 STRAPS). POST TO " "
5TEMWALL W/HTT22 W/(32)I6d COMMON IN 8"x8" DEEP THICKENED EDGE 36 5Qx2o PEEP FTC: W/
P05T i 11)5/8" x 12" Eh1BEDMEAfr, DRILL Q W/(Ir4 CONT (4r4 EW
AND EPDXY ATR N
12" DEEP FTG W/04 g 12" 48"6Qx24" DEEP FTG W/
EW CINDER BOX COLUMN � (5)44 EW, T45
_t
O
16"5Qx12" DEEP FTG W/ 1/2" ALL-THREAD DRILLED 7 I A (3r4 EW Zk 4 EPDXIED W/2" SQUARE Q
WASHER MIN. 6" EMBEDMENT W
TRUSS TO HEADER, REQUIRED m EACH END
i-ITS30 W/(20)10ci OF OPENING t
�� - TI--I� ,�D coNN cT I®N 5Y5TEM IN5TAL L AT I oN 5FIEC IF I GAT I oN NOTES. �g�4�24� -52 �
a
One All Thread Connection (ATC) is composed aF I/2" 36 ksi all-thread that runs the full vertical height of the auall, penetrating both the ATG# * - ATG DESIGNATION PER SPECIFICATION TRUSS 0 HEADER Not 5YP BEARING BLOCK
on -Tie Acr lic-Tie into concrete. The t icai embedment: is 6" For monolithic I. FOR STRUCTURAL DETAILS, SEE (2Y1x(o-I/2 - NEApER/BEAM GALL-OUT (2)I-ITS30 W/l20)I0d Q FASTENED TO 50TTOM
W/12
top and bottom plates, and grouted with Simpson 5tr g y NUMBER OF KING STUDS EACH SIDE OF OPENING '� ASSEMBLY DESIGNATION
-C
concrete and 1" for stemwall and bond beam application$. The Simpson Strong-Tie Acrylic-Tic fill both then bola in the concrete and APEX TECHNOLOGY DETAILS SHEET CHORD N TRUSS SE2d
the hole in the bottom plate. Use a 9/16" drill bit For plate and concrete holes. The top end of the ATG Is-bound to the top plate with NUMBER OF JACK STUDS EACH SIDE OF OPENING A: WALL MUST BE SHEATHED W/ 1/16" OSB. FASTEN OSE'B TRUSS TO HEADER COMMON NAILS_ USE (2)
a 3" square, 1/8" thick washer and a nut. The all-thread may be spliced with a coupler threaded onto the all thread a minimum distance OF 2. IF HEADER NOT SPECIFIED,
SIZE OF HEADER MATERIAL (NO. 2 SYP) TO FIRST (BOTTOM) TOP PLATE W/8d m 3" O.C. (2)LGT2 W/(28)16d ROWS is 3" O.C. FOR 2x4
1/2" at each end of the coupler. The coupler shall be rated for allowable tension of 3,200 pounds under wind (loading. CONTACT ENGINEER OF RECORD NUMBER OF PLIES IN HEADER B: SHEATHING REQUIRED A5 SPECIFIED IN OTHER DETAILS. BLOCK OR (3) ROWS 3°
DBL TDP PLATES FASTENED TO EACH OTHER W/(2) IRDWS 24"SQx20" DEEP FTG W/ D.C. FOR 2x6 BLOCK. //U
For stemwall and bond beam applications, ATC at shearwall ends must have a 12" embedment. 3, INTERIOR BEARING WALL O - SPECIAL UPLIFT CONNECTION GALL-OUT. SEE DETAIL loci iq 3" O.C. SPLICES IN 2nd TOP PLATE MUST BE (3)04 EW UUU"`V
CORRESPONDING TO NUMBER LAPPED W/(2) M5TA18 W/(14) loci EACH, UNLESS SPLIcGE TOP PLATE SPLICES TO BE
II be free ars lits checks, shakes, and wanes. Maximum distance out or plum for all-thread shall be 3" From 4. 12' PLATE HEIGHT FRAMED WITH 2x6 - 5HEARWALL SEGMENT - PROVISIONS OF 5HEARWALL OCCURS AT ATG. BRIDGED W/(2) M5TA24 W/(I8)
Inspection )terns: Top plate she p 5W
tap of bottom plate to top of top plate. SPi= STUDS � 16" OG LUNO) SPADING OF ATG IN FEET 30"SQx20" DEEP FTG / loci COMMON EACH, (I)
ASSEMBLY DETAIL GOVERN (4r4 EW STRAP EACH PACE OF WALL. ARREN V. CARRIGAN III
Clarificatians and exceptions to the above specifications should be directed to the Engineer of Record, Warrren V. Carrigan III, at the 5 ll' PLATE HEIGHT 12" FRAMED WITH 2x4 � ATG LOCATION
SPF STUDS � 12" OG (UNO) P.�. N❑. 4en❑�
2-28-02phone number and address in the title block
I-Ly'DIA,x Ly"THICK 10"BLOCK SAME SIZE AND
8MCIE6 A8 COTTOM
ROOF DECKING AND ALL IS VERTICAL WASHER PLATE UV(4)Wd NAILS 1/16"055 ROOF DECK NAIL 6"Oz
UTATERPROC.FING TO BE REWORCEME14T TO HAVE EACH END Ct CLOCK ON EDGES,12'OG.IN FIELD (LINO) 1/161 a513 ROOF DECK.NAIL 6"
DESIGNED 15Y OTHERS TMJ-55 TO TOP PLATE 121 BEND INTO 18LAB WITH Od C T11ONS. O.G ON EDGES,12"or-IN FIELD
ALJ) j C2, VECTION �CM PLATE _I ISM TO TOP PLATE (LINO)WITH ad COMMONS.
TR1JS5 TO TOP PLATE
.415 W. (IA425 WI(0)Od •4"SLAC
LIEL.IEY CDNNLCTION
800 Ib.(2IIOd T)OE NAI)kpd 8 N 0 (2)Od TOE-NAIL♦ -ENGINEERS TRUSS]O 4N FLATS Ug IQ CONNECTION
,v •emm Ib. nx�NB w�(Imrmd • TFaJsS ro raP PLarE
(2)10d TOE-NAILS
TRUSS OR _ �� rran�Kr_TInN
U-SLK SEAR PLATE SPLICE 1160 Ib.CIA42.5 W%Iml9d
Ul/l2J'S CONTINUOUS. MM 1S"DIA x 4'EMCEPIE II60 b. (IA 18 W/(10110d / RYi PRE-ENGINEER><D 418 Ib. CIhN2.' Ul/lI0/Bd
19"LAP AT C * NSR$AND READ. (IA42.5 UL(I0)Gd X415 lb. (IA4b W/NP)$d ROOF TRUSS
SPLICES.
ABL 2xb NO2 SYP TOP X1490 Ib. !2A48 UJ/(10A0d 1430 Ib. (2)118 W/(Im110d wo lb.(x�W��$ < D b. tIA48
NAOd TOE-t1 AIL8 e ~
PLT. FASTEN Ul/(2)ROWS y
Od COMMON+ Ib' O.G. fl'OOTINGJ ZATC * 3'O.C.- SEE DOUBLE 2x4 NO2 SYP TOP PLATE FASTENED
STAGGERED(LINO). MM FRAN-11NG PLAN AND ATG W/(2)ROWS Od COMMONS AT 16"D.C. 04 � O
24"LAP W/(11)10d NAILS SPEC FOR INSTALLATICN STA66EREP(UNO).MM 24'LAP WMM(12)Imd �
IN LAP. 45 VERTICAL NOTES. NAILS IN LAP.
M ORCEMENT r 241 OG, DOUBLE 2x4 NO] GYP TOP
2x6 SPF STUDS+ 16"OC PLATE FASTENED W/(7)ROWS Imd DOUBLE 2x 10d T bC 6 P TOP
AT 16" FASTENED
J OZ.STAGGERED(UNOJ.MIN 2x4 bF STUDS aT I6"OG.
TG OTTor I AT EAK ETA) 24"LAP WITH(12)Wd IN LAP, STAGGERED(UNO).MM 24'LAP WIMIN(12)Od
m3/16/0I 4124 PM ATG-BTM-PLT-BIFKz" 1/16"08B OVER 2x4 8PF NAILS IN LAP.
OSB FASTENED TO STUDS
STUDS * 16"D.G.FASTEN
Ul/8d COMMONS r 6"O.C.ON 12"CMU UU LADDER •--�-r
EDGE AND 12'OIC M THE TYPE JOINT REIN's K'1 1/161 088 OVER 2x4 8PF$TUGS ed b O.C.
EDGES,12"O.G.M FIELD.
FIELD Or-(Ty?") w 16' OG,FASTEN O55 W/ed ATG 45 OC.- SEI- Cy V l V
1/450'SHOT PINS EACH b"O.G,ON EDGE$,12"04 IN FIELD, FRAMING PLAN ANO ATG
WEEPHOLES a 4'-0"OG. SPEC FOR INSTALLATION C(1
ATC *6'-0"Or .,cONTMUOU$FROM 81DE OF C1tEAK
2x6 NOT SYP BOTTOM TOP FLR TOP PLT 70 SONO BEAM BOTTOM PLATE NOTES
PLT TO BANDBOARD MELCd SEE FRAMING AND ATG SPEC 2x4 8PF STUD$AT Ib"OG. 5AND50AW UNT14 10ds 3"D.C.IN I �
2x4 BOTTOM PLATE FASTEN TD
W/lmd *3"OZ. FOR INSTALLATION NOTES. MINIDESeINATED,2nd FLOOR 12'De
EMCLICATIC FOR B'. BEAM y o A10-
,7L,12n
`PROVIDE GIRAVEL ATC + CFO O.G.SEE FRAMING ANP ELSEWHERE SW SECTIONS, OC ATC * EC F OACI SEE L A I NG AND APPLICATIONSR 1". ATC SPEC FDR IN5TALLATION NOTES. ATG SPEC FOR INSTALLATIGM NOTES.
3/4"T4G PLYU)OOp FIDLRLAIAND FC7LNPA7IGN
OPEN LUES*24"O.C.BY TRUE HOUSE 24" MIN.ATG EMBEDMENT MIN ATG EMBEDMENT 3/4 T 4 G PLYWD w
(3r4 GONTPLATE SrLICB FOR THIS APPLICATION- 12" FOR THIS APPLICATION- b" r
FLOOR TRUSS '� T
2x4 NOT SYP PT BOTTOM PLATE 114 * 48'-121 BEND TOP, I OR I-JOISTS }
y- BEND BOTTOM
2x4 NOT SYP PT BOTTOM PLATE z
(1'OOTNGI 'xf-W1A x 011,4 U)lLF
8•CMU(TYP) � l V ��-��yrr
PBL Zxb NOT 51"P TOP
PLT. FASTEN LU/(2)ROWS a'MIN —r Q
STAGGEOct D luN01. MIN J TE AT ATG OTTOM AT AK ETA)
7tTAN-PLACE
241 LAP UJ/(12)I0d NAILS 03/16/01 4.74 PM ATC-STM-PLT- TE FOOTING DOU3LE 2x6 NOT SYP TOP PLATE FASTENED DOUBLE 2x4 NOT GYP TOP PLATE FASTENED
IN LAP. WALL SECTION BRK�x�g uu(z)ROWS Od caMf iDNs AT 16"O.C. uu(2) lW$I0d COMM0,15 AT Ib"D.C.
(2YS OR(3Y4 CONTINUOUS R TO CONCRETE SECTIONS STAL"ERgr)eLk4o).MIN 24"LAP W/M1N(171 Imd STA66ERED CLNO1 MIN 24'LAP WIMIN(12)10d �r
ULITIPLE STORY FOOTING NAIL6 IN LAP. NAILS IN LAP. l \J
,� DIMENSIONS ~
ION
M BRICK LOCrATION5 W FOOTING TO BEAR ON I AT i 4'-m'OC.SEE FRAIINJG AND rl
�— FIRM UNDISTURBED SOIL ATC w 6'-0"oz.SEE FRAMING ANO ATG SPEC FOR INSTALLATION NOTES. }
ON RV PLAN 1/16"OSB OVER 2xb SPF ATG SPEC FOR INSTALLATION NOTES. I
STUDS * 16'04'FASTEN MIN.1-715EDMENT FOR STEMWALL
2x6 SPF STUP$+ 161 OC. EDGES 12'OIG.M FIELD. APFLIGATIONS IS 1". 2x4 81'F 5TU05 AT Ib'O.C. N
U
NIGH U IFT GA ACITY WA S CTION
osa FASTENED TO STUDS (:DA_1AT_1a 9,4AMAATC-NIGH-TYP ULCLL-97Mc"
W/8d COMMONS*b"O.C.ON
EDGE AND 12"OZ.IN TWE
2xb NOT SYP BOTTOM
FIELD
PLT TO BANOBOARp 2x6 SPF STUDS + 161 O.C.
W/Imd*3"OC. ATG *6'-0"OC.,CONTINUOUS FROf'1
TOP FLR 70P PLT TO GOND BEAM 781.188 TO STUD GROUP W/(2)LG72 MIN ATG EMEsEDMENT FOR THIS i
3/4"TAG PLYWOOD BELOW.`EE FRAMING AND ATC SPEC �"osa,FASTENED To STUDS W/!?a116d SINKER$OR!3)6 WITHS30 APPLICATION• b" �
FOR INSTALLATION NOTES. MIN. W/Sd COMMONS,NS, * b'O.G.ON W/(2,FAS FOR!U PLY TRUSSES W17N
EMBEDMENT FOR l3ONT.7 BEAMM.ATG EMBEDMENT
FOR TNIB APPLICATION- 1"
LG72,FASTEN 4a' LONG 2X4 NO 2 SYP r'
OPEN LLEB r 24"OC. EDGE AND 12'O.C.OC.IN THE SCANS TO(1)FACE OF BOTTOM CHORD 74*48"-12"SEND TOP,
5Y TRUE HOUSE APPLICATIONS 18 71'. 2x6 NOT 5YP BOTTOM FIELD WITH(1)ROW)OF 12d AT 3'Or- f�A)(3"- EDGE OF WASHER 2x6 NO] SYP P7 50TTON PLATE Sl'BEND BOT1oM 2x4 NO.2 SYP PT BOTTOM PLATE Q o c v I c
PLT TO BANDBOARD TO FACE OF STUD. Z " c u
W/10d *31 OG. ATG *b'-0"D.C.,GOhITI►•XJC(1S FROM ixi-WL4 x LINA UALF y y 3 c 3
2x10 NOT GYP PT BR i PLATE c i O
TO BOND BEAM W/i1 x b"
EMBEDMENT ANCHOR BOLT$ TOP FLR TOP PLT TO BOND BEAM 8"CMU(TY
I.M.$Q WASHERS * Ib"OC. 3/4" TAG 1'LYII!(70D BELOW.SEE FRAMING AND ATG SPED --W -`L C w o
BEGIN BHEATNING*PT PLATE WVBd FOR INSTALLATION NOTES. MIN FINISH 4" v o u
EMBEDMENT FOR BOND BEAM GRADE 8"MIN IWWA'ClCAST-M-PLACE 4 , - I o c O u o
P Y T *74"OC. SETTER ED STUD GROUP NOT SYP Cb14C}:zETE FOOTING C a a e O 4
COMMON a 3"OC APPLICATIONS 16 1'.
BY 781E HOUSE CENTERED WDER 781)58
2X10 NO2 SYP PT 5RG PLATE INDICATED ON FRAMING
r1UN PM TOP
TO BOND BEAM U1/�'x b" PLAN.NO.OF STUDS � FTG DIMENSIONS 7D BE 12"DEEP u o O h a" v w C aui
FINI81 NEp GRADE �i1 TAG PLY WOOD TO EMBEDMENT ATJGNOR BOLTS ECJJAL TO NO.CE PLIES M I I I 12/5 OR f3Y4 CONTINUOUS x24"WIDE W/f3J'5 IN 3 vi m G
EACH FLOOR TRUSS BOTTOM TIQ1J88 TOP CEIORL? Ul/1" BQ ULABENEFQB • Lb•OC. TRUSS(MIN 2 STUDS). 3'SGL x �is1 THICK lie.
STORY 5ECTIONS W N c v u v a' v"
CHORD TO PT PLATE W/(8)Od W/(Z)ROWS Wd * 6" FASTEN ADJACENT STUD$ WASHER RECIUIFiED 04 W ° o n D� � O u o
Gop>(-1p1N 15LK GOND BEAM OG.STAC.f RED- SECsIN sNEATNING • Pf PLATE W/ed TP EACH OTHER WITH 12d THIS A ICATID?d 4'OPT.EXTENSION 1, FOOTING TO 5EAR ON Z °' w rt'w_e O'o2r5 cONTIN0005. MIN M BRICK LOCATIONS v o LAP AT CORNERS AND ON FND PLAN � v a u o+3 OG AT 81 OGLICES. FILL W/GONG FIRM LNPI$TURSEp SOIL H ANG-IOR BOLTS IN PROVIDE 2x4 NOT 5YP 5RACING - 12"MIN SPF ACE. FINISHED GRADE rlb"OG z ° 0 c a c u cu r- 0 o+
w 12"O.G. FASTEN TO PT PLATE TUDS u C u o N o c W
W/(3A2d TOE-NAILS AND TO
FLOOR TRUSS TOP CNDRD W/(2) U-&LK&CND BEAM
Q � d �v nam u�
10d TOE-NAILS. W/(2)"6 CONTINUOUS. MIN ATC- -SEE SPEC ON u C N Q 4) 7 C
'S VERTICAL 18"LAP AT CORNERS AND FRAMING PLAN FOR
REINFORCEMENT+24'O.C. SPLICES. FILL W/CONC INSTALLATION NOTES �/ 0 p T 0 o v u
WITH ANC44OR BOLTS IN U- c¢ c� c _0 7 C0 0 1)
PLACE. TY Ga w,al-s o crloN � �� ���� = v �.0 u
47)>"
,' 0- o o u � c 'j c
I 8/11/01 9,99 AM ATG-2-STORY-WALL-STMclwg O v a v~'- v w w
1
IZ"GMU W/LADDER "5 VERTICAL MIN.ATG pmdrG'i6IT o :x _tj o in E
TYPE)OMT REM* 16' REI VERTICAL
+741 OG. F r C CL ¢ �O u c
OZ.lTYP) FOR THIS APPLICATION- 12"
4) Q w N t O O
WEEPHOLES*4'-m"OZ. 29/ 0 In '0 0
iiz�l 5HEET NO.:
t?"CMU W/LADDERO �T — 3
TYPE JOINT REIN w Ib" V
o PROVIDE GRAVEL O.G.(TYP)
Q Structural
FILL AND FOUNDATION
n C DRAIN WEEPNDLEb * 4'-0"OG. 0
� Deta I IS
--1 JOB NO.:
V_
u_
(3r4 coNTINU0U8 24• HAlLN1Y-HOT REauIREp HEADER DEPTH AW N.t'CER 1�'1 11 1 1
9TEMWALL FOOTING(SEE PDLRNI]ATICN TRUSS 70 STUD GRY7UP UU L672 ON NAMWW FACS OF PLI98 PER FF"NS PLAK
n e PROVIDE GRAVEL AND FRAMING PLAN FOR TYPICAL DIMENSIONS) W/r28Abd SINKERS OR(2)47830 Or EseA/N& HCADM rIAT!•RJAL Hoe err[u4o)
FILL AND FOUNDATION W/(20JI0d. FOR(1)PLY TRU56E5 WITH
n P DRAM 2 ATG HIGH POINT LOAD CONNrECTION DETAIL LGT7,FASTEN 48"OWs 2x NO 22+YP V WILDER:
a/Il/01 10-41 AM ATC-POINT-LOAD2 dwg
WITH!U ROW OF(2d AT 3'O.C. MAX 3"- EDGE OF WASHER C I a 6 cd a !@ h
(3)14 coNTrtruous 2141 7o FACE OF STUD.
NOT SYP urs w�sa)I47d LOT NO.:
DBL TOP PL MOM DCAM To COLLO?! 1
0 40
LUA SECTION
EXTRA SPF STUD GROUP V SUBDIvIaION:
CENTERED UNDER TRUSS
INDICATED ON FRAMING14 T 146 T I C
PLAN.NO.OF STUDS TRUSS TO TOP PH LATE
EGAJAL TO NO.OF PLIES IN X
WALL
//,�� TRU58(MIN 2 STUDS). PLAN VIEW 4T CiQRNEgUPLI 5E /� CH
Wf-i SECTION FASTEN ADJACENT 57UD8 "11_0" � GOFNhNECTICN W(L )"""t > I
TO EACH OTHER WITH 12d X415 lb. (1)145 WRO)6d
Ar a1 o.c. Q FLOOR
WEBER I )PLAN-
E
{�
SPF <800 Ib.((I)1m�d TOE-NA LI 5 Q W E 5 E I�
TUDB
W"o.c
ATC'- IlbO Ib.ri1�
: 175 W1(IvAma 4 ? DESIGNED:
1/16"085 FASTENED To
5W FRAMING WITH&ZOMMONS AT 3' IF OPENING+FALL5 BETWEEN 5PECIFIED ATG ATG- BEE bPEC ON �
O,G,ON EDGE,b" D.C.IN FIELD. SPACING,NO ADDITIONAL PARDWA E 18 FRAMWZI PLAN FOR
MAX 3"- EDGE OF WASHER EACH T'RAB TO E'1E CC7NNEGTEp MAX 3"- EDGE OF WASHER INSTALLATION NOTES
3"$GL x '�4"THICK TO FAGS OF STUD, DIRECTLY TO PEAD�R ULHb TO FACE OF STUD' REQUIRED AT THE CRIPPLES,KINGS,HEADER
3'$a x ,4"THICK 0'-3"MAX 0'-3"MAX AND TOP PLATE.
HER REGIUIRED IN WASHER REGYJIRI;D IN 3"5Q.X �/4"THICK welb>dd 3" 5G1 x 14' THICK REVIEWED:
'THIS APPLICATI THIS APPLICATION. WASHER REQUIRED IN WASHER REG7UIRED IN
THIS APPLICATION. THIS AFPL)CATION, HSR MAT'L Moa Syr((LNO)14EAuER SIZE.AND NWt5ER OF�E& ��
PER FRAMM PLAN CALLGVT5.
HEADER,SIRE,ttdD NUMBNER OF PLIES Hrums E-ACMrupt,6r0,ANDh+a r-aLl ouTa r�eNt TO cclu�N HT6�uv HtrtWR 011W REVISIONS DATE
MIN.ATC EMBEDMENT [7471Od
PER F RAIMG PIAN CALL.OUTS. FOR THIS APPLICATION- 1' Q
NOT PT z
ATC- SEE SPEC ON ARG- SEE SPEC .:Y•
DOLE.'LE STUD EAC-44 FRAMING PLAIN FDp2 SYP BO
END OF SHEARIIIALL INSTALLATION FRAMMAN FOR NOTES ATG- SEE SPEC ON MSTALLATIGM ROTES PLATE t EACA a" Fco4_i,*L
FRAMING PLAN FOR
11311 1.
INSTALLATION NOTES
H
HEADER KING STUDS MAY SERVE ATC- SEE 8PE ON CRIPPLE AND KING STUDS. _U ASCE 'l-S8, 120 MPH WIND
AS DOUBLE STUDS A7 THE ENDS OF ATG- SEE BPEG ON CRIPPLE AND KING STUDS. FRAMING PLAN FOR QUANTITY PER CALLOUT ON NOTES pRDPEFi T RATED OPEN IL
llWI L8 F1i41IMG PLAN F
SNEAROR Gr1ANT1TY PKRGALL.CUT ON NOTE, PROPER]Y RATED INSTALLA7IGTN NOTES FRAMING PLAN. (b)Ibd BETWEEN ILEB Ti�1Si HEADER IT
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ARREN V. GARRIGAN III
P.E. No. 461903
2-28-p2