Beach Avenue 1580 (3) N
N
11 _
11A
_-A
8" CMU WALL WALL CELLS FILLED >,
SOLID w/45 VERTICAL- B' DEEP
U-BLOCK SCUD SEAM w/5. EACH O
S TO EXTEND INTO FOOTMG w/12"
SEND • BOTTOM FASTEN 2x8 PT
PLATE TO BOND BEAM w/3/4"DIA.
X b"EMBEDMENT ANCHOR BOLTS.
LOCATE BOLTS • EACH CELL. GIRDER TRUSS GIRDER TRUSS
5WI C2)2xb-I/2 BY OTHERS BY OTHERS
r—.
e I I O !2)2x6-i/2 N —
`^ I I
I I I � j II I
1 I I �► 1 LLL 1 (2)2x6-1/2 I I 1 1
I ST-1 ----- ----� I (2)1x6-1/2 !2)2x6-1/1 I I I II c
IZ1-1--1
ST- ST- I M I I L-- (2)2x6-112 (2)2x6-I/2
I i 0 E" By MA 1 12)2x6-I/2
GVE 0 \
I
(2A.M" x Ib'
I ST-I 1 e (2)2x6-I/2 I e
CIA
e L
I I 3 11)
1 131-11 BY MANNMG (2)2x6-1/2 ~ J
ST-I
F —_� (2)2x6-1/2 =15" I
L----------- -----------� (2)2x6LQ
C-41
-1/2
El Li n
SUJ1 SUJ1 N �4N0 5YRAFTE�P' LL
3 �
3 ALL RIDGES
N 2x8 NO; SYP
W
J
J
EXISTIW5 >
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EXISTMG c v•3 3
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I.FOR STRUC:T!J24L DETAILS,5EF:
------- ft'E TES, ')L,-)( D=TAII. 3'4_,Ta r o u t-n v v i
`t
? ' �- 07Q o C. I
2•IF HEADER NOT SPECIFIED, cp r ,�•`-�' m m �, o
CONTACT ENGINEER OF RECORD c o c E c o 0 c c o
3. ® INTERIOR BEARING WALL w v'- woo u L
W 0 O d��`-Y 3 W CC 0
4• 12' PLATE HEIGHT FRAMED WITH 2x6 lZ r rL t u-° m o
SPF STUDS • 16" OC (LINO) ►- a o CL 1.-
� u o o w
un �r oEo
5• II' PLATE HEIG�rH�T FRAMED WITH 2x4 Q -::5 : >C4 C o Ki! v u
Foundation Plan UD
SPF STS • 12H OC(LINO) Q
First Floor Framing Flan 2nd Floor Framing Plan Roof FraminagFlan STRUCTURAL kMYNOTE5: LL SHIM' NO.: jT -
A8"x8" DEEP THICKENED EDGE
W/(t)04 CONT Q
Q Structura I
12" DEEP FTG W/04 • Ir'
EW UNDER BOX COLUMN o
"p12" DEEP FTG W/ 0 ]oe No.: ,4TQ>St2�2 1
TRUSS TO HEADER LL BUUER: MU i I I Ca n
HT530 UJ/(20AOd Q
QTRUSS,TO HEADER U
(2)HTS30 W/(20A0d IAT NO.: 1�8�
—i• 4•
8"MIN —T
W12"
? •• : xb-WL4 x WL4 WltFTRUSS TO HEADER
C2)LGTZ W/(28)t6d � SUBDIV1S10N: Seach Ave.
i
\ WATER!"IEDC�!'BARRIER -c-.M+- - S 1/1'
_ •'.Z 24"SQx20" DEEP FTG W/
!2,04 CONT FOR b-I2 LMDER I STORY WALL -! •+�;j,- --. 4•
b"OPT.EXTENSION b CS,P4 GONT FOR b•16•U4DER 2 STORY IIIALL ixb W44 x W1,4 Wi!■ a• U
O ATION9 (3r5 WNT FOR b-20'WDER 3 STORY WALL 8• 8 4
IN SRI �� BARS G (3r4 Ew � PUOp010 I
X FLOOR PLAN:
ON PLAN Q 30 SQx20 DEEP FTG W/ .4Cabana
H o�
14x4 EW
MONOLITHIC FOOTING SECTION I CURS STEP SECTION 4 '
DESIGNED: 1"iCxIG C
IQ3roSQx20" DEEP FTG W/ }
(4)94 EW m II'' I
48"SQx24" DEEP FTG W/ W M: WVC
8MMUP TO 6 COIJRSESs 04 VERT..4a'OL. a'Cru(TYP)WEMENT Q (5r4 EW,T4B O �,
I/1 ALL-THREAD DRILLED
w REVISIONS DATE
t EPDXIED W/1" SQUARE
0 4 VERT. 24'Or- CONCRETE NOTES n To a couRSEB,04 VERT•n•or- VERT.�NFORcerENT To NAVE 121 WASHER MM.6" E1•'t13EDMiT1T N
TRLJ ftLQLL9 OVER b CIES TO NAVE BEND•TOP AND 9'BEND•BOTTOM 6• •4 us"SENO BOTTOM 60.O� (�
TRuss TYPs No�elz.JONT RfIM�ea<Tu,EEi•I REQUIRED • EACH END
� IV
EvERY OTHER caJRW- 6x6-LLL4 x wu�. 1. Concrete compressive strength for footings= 2,500 OF OPENING
IRED F
FNISN ---- VAF FS F
GRApE a•MIL ` \ ---T a•MN _,, psi at 28 days (LINO). L NOS SYP BEARING BLOCK a
•- 2. Concrete compressive etr th for slab = 2,500 psi
n
CAST-Q•l-PLA^ FOOTING+S.�G- •�, •: –� p � p l
I-stoRr.a• Ib•W72)u CONT. rr M bxb-W1.4 x WL4 WiF at 28 days (LINO). 0 FASTENED TO BOTTOM Q
CHORD OF TRLISS Wiled ASCE 7-98, 130 MPH WIND
NOTE; 2-STORY. 10 x 20 WK3)•4 OR[2)S �` 3. All reinforcing steel "3 and bigger shaII be ASTM FASTENS NAILS- USE (2)sr-�EUAL CARE sNouLD7"' �
•• 3-atoRY, IZ•x 24•Wt'3)•4 oR(2)a �- . A615 rade 40 deformed bars !LINO).1rte. WATERPROOF BARRIER ROWS • 3" OAC.FOR 2x4
EXERCISED 87 CONTRAb'OPT.EXTENDION g
BACK FILLRJG BBNMD A 1 N BRICK LOC'ATIGTI3 b r1r4 CONT FOR b-II•LNDER i STORY uJaiL 4. All reinforcin Steel shall have W -degree bend a t BLOCK OR(3)ROM • 3"
OVER �. FOOTRI's TO BEAR ON (314 CONT FOR b-I6'LNDER 2 STORY WALL gO.C.FOR 2X6 BLOCK J
COURSES
ECULARLY SW OIJLD ws FIRM INOISTURDED SOIL ON Ftp PLAN comers with a 25" lap. APPROVED
MAYCON13E 0 EXIST.RFRCM -NL?ATIONs 4. L NOTED ON FND PLAN
5. Fibermesh Ts an acceptable alternative and shell not CITY. OF ATLANTIC OE aCH Q 2x8 PT TOP PLATE TO ESM-2 u
�I �I Tom= GARAGE EXT WALL CURB SECTION 5 require ULLF.
"WALL""'`2'Awwo Mff amysaDAM,a,ortfGTO1'''AT 6. Mason( stemwall and monolithic rooting are
CMU STEMWALL SECTION 2 �n� +ne T�T U1
y g w/1211.1STA24 w/CIBJIP)d EACH. w
Interchangeable. N OFFICE LOCATE (1)STRAP EACH
— — 1. Earth fill supporting slabs on grad& Shall be free DEC 12 20U1
SIDE OF 5M-2. X '
of organic material and cohesive soils. Compact the E
Q
fill in 12" lifts to at least 9596 of Modified Proctor 2x6 SPF PT END STUD TO
CMU w/3/16" DIA.x 1 1/4"
Maximum Dry Density. EMBEDMENT TAF'CONS • 12"
(2)4 CONTNLJOUS 8. Stemwa I Is over 4 courses tall require special - O.C.
b. attention to bracing during construction. Contact
Or—
(2)14 CCNTNUOIJs engineer Of record if this condition exists.
x.04 241-x=5200,
S. To control cracking in the slab, cut P deep saw
• `• Imo• cuts in a 10' x 10' grid throughout the slab within 12 1 «'
LEC7END
WATERPROOF BARRIER ~.• --1 - 4• a• hours of concrete placement.bxb-111!4 x Wu UALF bxb WIA x uluc , , p
C2Tlxb-1/2 - IADER/BEAM CALL-OUT i
WATERPROOF BARRIER a• g ���'•��,,.__T
10. Do not scala footing dimensions and locations
�� 4� NUMBER OF KING STUDS EACH SIDE OF OPENING 'C
from the Foundation Plan. Do not determine footing
NUMBER OF JACK STUDS EACH SIDE OF OPENING � �•'`E�• •,•
SIZE OF FADER MATERIAL (NO.2 SYP) '
location from architectural plane Or Framing Plan. IF NUMBER OF PLIES IN HEADER
BEARING WALL FOOTING SECTION 3 BEARING CURB STEP E,ECTION 6 footing size or location is not determinate from use OI - SPECIAL UPLIFT CONNECTION CALL-OUT.SEP DETAIL
— — — — of Foundation Plan alone, contact the engineer Of CORRESPONDING TO NUMBER. •.
3,21 PM eorrrses.-wetlon-�wg
record.
Il1am0 .-.F•.J��2 .v
SW - 3EEARILl4LL SEGMENT - PROVISIONS OF SWEARl11ALL ASSEMBLY vJ
DETAIL GOVERN. , ••....•'•••�
RIS -
ED E
r�i..Ap-%d-AWIAM V""0416"
• 1
1116" OSB ROOF DECK NAIL b" O.0
ON EDGES, 12" O.C. IN FIELD (UNO)
WITH ad COMMONS.
TRUSS TO TOP PLATE TRUSS TO TOP PLATE N
N
UPLIFT CONNECTION UPLfPT CONNECTION
<415 Ib. (I)W25 W100)Bd �F�5 RED <415 Ib. (UH25 W/clozd
1116. OSB ROOF DECK 6
NAIL " O.0
ON EDGE5, 12" OAC. M FIELD (UNO) <800 Ib. (IA48 W1f10A0d + <800 Ib. (I)H8 W/00A0d +
WITH Sd C21MONS. I (2)10d TOE-NAILS (2ACd TOE-NAILS
j <1
TFRUS5 TO STUD GROW Uv LGT2 1 1 u
W/(2aAbd 6INKERS L
OR(2)WTS30
ULK20xod. FOR(u PLY TRUSSES
WITH LGT2,FASTEN 48"LONG 7x4 TRUSS TO TOP PLATE
NO 2 5YP SCAD TO(1)FACE OF TRJSS TO TOP PLATE
BOTTOM O*bRD WITW(u RCAU OF NO.2 SYP DBL
Gd AT 3•04. TOP
COMlEGTION
TOP PLATE UPLIFTCONNECTIQN PRE-ENGINEERED TRUSS
RED <415 Ib. fUH15 W/(IV)W DOUBLE 2x4 NO2 SYP TOP PLATE.FASTEN 2x4 SPF STUDS AT 16" O.C.
<415 Ib. (IA45 ILV(10)0d �RS W/(2)ROWS 10d COMMONS;'' Ib" O.C.STAGGERED ry
<800 Ib. (I)H8 W/(10A0d ` 1716" OSB OVER 2x4 SPF STUDS (UNO).MIN 24" LAP W/MIN (12) IOd NAILS IN LAP. 0 O
<800 Ib. (IXdB W/00)10d + (2AOd TOE-NAILS • 16" O.C.FASTENED 0515 W/Sd TOP PLATES TO STUDS W/54P144/6 W/110)10d x
f2A0d TOE-NAILS 6" OAC.ON EDGES, 12" O.C. M FIELD. ON EVERY OTHER STUD
EXTRA SPF STUD GROUP
CENTERED UNDER TRUSS
INDICATED ON FRAMMG PLAN. U
NO.OF STUDS EG'x1AL TO NO.OF to �J
PLIES IN TRUSS MIN 7 STUDSI
FASTEN ADJACENT STUDS TO DOUBLE 2x4 NOZ SYP TOP J
EACH OTHER WITH 12d AT 0'Or- PLATE FASTENED ILV(2)ROWS 10d LL �
16" OZ.STAGGERED (LINO).MM 2x4 BOTTOM PLATE FASTEN TO =
SPF 24' LAP WITH (12A0d IN LAP. BANDBOARD WITH 10d: 3" OTC. IN U
TOP PLATE TO STUD WITH SPH4 DESKaNATEED 2nd FLOOR SW (`t
TUDS W/(10)I0d x I-1y" ON EVERY SECTIONS.12" OAC.ELSEWHERE W 1JC
I6" O.C. OTHER STUD I CD
W
1/16" OSB OVER 2x4 5" STUDS T t G PLl'I1D J
1/1" ANCHOR BOLT
• I6" O.C.FASTEN 055 W/8d TIE UPPER FLOOR STUDS TO FLOOR TRUSS
b O.C.ON EDGES, 12 OjC. IN FIELD.
W/1" SQ x 1/8'THICK O.G. LOWER FLOOR STUDS OR ORi-JOISTS
2x4 SPF STUDS AT Uv" �JL
Y
EACH STUD IN STUD WASHER ADJACENT TO LOWER FLOOR BEAM WITH O
GROUP TO BOTTOM 5TUD GROUP IN SIMP5ON M5TA30 11.1/(16) U
PLATE WITH SP144 ADDITION TO TYPICAL I 10d.SPACE STRAPS 32" O.C. Q
W/(10)10d x I-It" 130TTOM PLATE (TYP ALL INTER-STORY
ANCHORAGE CONNECTIONS)
0
SNO2 PT cq
YP BOT 1/1" ANCHOR BOLT OR WEDGE TIE UPPER FLOOR STUDS TO �
PLATE ANCHOR MIN b EMBED)WR SQ DOUBLE 2x NO.2 5YP TOP PLATE LOWER FLOOR STUDS OR
x 1/8" WASHER AT 48" O.C. FASTENED W/(2)ROWS 10d C43MP10NS LOWER FLOOR BEAM WITH X
Ib" O.G.STAGGERED (UNO).MM 24" SIMPSON MSTA30 W/(I6)ij
p
2x4 NO2 SYP PT BOTTOM PLATE 2x4 NO.2 SYP PT BOTTOM PLATE LAP W/MIN (12)0d IN LAP. IOC.SPACE STRAPS 32" O.C. �Q
CONCRETE FOOTING (SEE FOUNDATION.. BOTTOM PLATE TO STUD W/SPH4BOTTOM PLATE TO STUD W/SPH4 (TYP ALL NMR-STORY
W/(10A0d x I- Q (�
AND FRAMING PLAN FOR TYPICAL VMEN5IONS) ON EVERY OTHER STUD 1/2" ANCHOR BOLT (MIN 6" W/(10)10d x I-IV ON EVERY OTHER STUD CONNECTIONS) m
�7" EMBED)W/2" SQ x 1/8' WASHER rl
• 4811 O.C. 1/16" 055 OVER 2x6 SPF STUDS
TEN
NOTE: 1/1" ANCHOR BOLT MAY BE SUBSTITUTED !• w : .• 4" b" OL.ON ,EDGES, 12" OL. IN FIELD. r
FINISH 8"MIN ' ,i .
WITH 1/2" DRILLED AND EPDXIED ALL- GRADE :. • • �!. : ` \ 2x4 SPF STUDS AT Ib" O.C. ci
THREAD. i
bxb - WL4xWl.4 WWF N
3
IGH DINT OA CONNECTION DETAIL •' �"' WATERPROOF BARRIER w
/21/01 1:18 AM PONT-LOAD3.dwg w, <4M
•' z v,
FOOTING TO BEAR ON
FIRM UNDISTURBED SOIL
I/2" ANCHOR BOLT OR WEDGE 0.0 ; .•c- °
NOTES:MASONRY STEM TALL MAY BE USED IN LIEU OF MONOLITHIC: FOOTING. INSTALL ANCHOR(MIN 6" EMBED)W/1"5Q (�/ c o c � v v
SCHEDULED BOTTOM PLATE ANCHOR WITHIN 12" OF BEARI'IG WALL ENDS AND WITHIN 12" x 1/8" WASHER AT 48" OAC. W aw o top o 2 v o 0
OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR W c ` o o
2x6 NO2 SYP PT BOTTOM PLATE 2x4 NO.2 SYP PT BOTTOM PLATE
REINFORCING AND DIMENSIONS AND FOOTINGS. o c v w c o
BOTTOM PLATE TO STUD W/59P" BOTTOM PLATE TO STUD W/SPH4 z
1/1" DIA. ANCHOR BOLT MAY BE SUBSTITUTED WITH 1/2" Dl,' ALL-THREAD DRILLED W/!10)104 x I-yz" ON EVERY OTHER 1/2 ��R BOLT (MN 6" EMBED)W/2" SQ x W/!10)104 x 1- " OIJ EVERY OTHER W ?� 0 5 u d p E
�.o
-•r :a 0,-Do
AND EPDXIED STUD 1/8 WASHER • 48 OTC. STUD QQ n c2o
v
d w • -. 4" �- _� "_'• .�. 'moi-d—•.� �- .+- C C V ° , •� p
T7 ICA WA 5 CTION FINISH a"MIN ; :i . � p
GRADE ' :•' 1. • ;dor
/ •J �i�Y�,�//� / —r acco °'
- - - - -------. ----- - 12/5/00 4.00 PM TYP-WALL ,. :• �.w` U_
2 I'1 j j W AxWL4 WI1F � A Q c
Kl ERPROOF BARRIER Q,c°2
toC= E OAC C O
FOOTING TO BE ON
FIRM UNDISTURBED SOIL c r~ u C.2
.. u
IL o o� >c
u c H E E °o
NOTES: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTINCs INSTALL U •t o'` F °
SCHEDULED BOTTOM PLATE ANCHOR WITHIN 12" OF BEARING WALL ENDS AND WITHIN Q
12" OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR
REINFORCING,DIMENSIONS,AND FOOTINGSIt. SHED NO» 5T - 2
1/1" DIA.ANCHOR BOLT MAY BE SUBSTITUTED WITH 1/2" DIA, ALL-THREAD DRILLED
AND EPDXIED
MULTI-STORY Q Structura 1
TY ICAL WALL SECTION D0 C3 etails
5/21/01 1:02 AM 2-5TORY-WALL.dwg z
�- JOB NO.: AT000201
oBum Mu I l i ca n
CSEE 'FIRST FLOOR 5HEARWALL5" TIHJSS TO TOP PLATE
SI,U TABLE TO RIGHT) U
1/16" OSB FASTENED TO FRAMING WITH 8d 'I�N>Z � W IAT NO.: 1580
COMMONS AT 3" OZ.ON EDGE,b" O.C. N FIE LD. <415 b. (u425 U V;6d x
6PW4 WKI0710d x I-►,' <eoc b. WKa
loaod . Q SUBDIVISION:
Saa ch
•74"OG-MN 2 PER WAVER) /7JlOd TOE-NAILS Ave.
PROVIDE(U M1STA24 LLWIOAOd Q
AT EACH SPLICE ON EACH END -� FLOOR PLAN: U O p 1
FIRST FLOOR SHEARWALL5 Cabana
DOJ155 E STUD EACH NO2 SYP HEADER:504 AND NUt'ICER
END OF SHEARWALLOF PLIES PER FRAMING PLAN
91P DOUBLE STUD TO BOTTOM PLATE DOULBE STUD CALLCUTA p
BOTTOM.PLATE TO SLAB TO SLAB SEE TYPlcal WALL lu
DESIGNED: MG<
HTT22 W/32-164 CRIPPLES AND CRIPPLEg AND
KIPYs STUD.(711ArlTIT1' SECTION FOR FLOOR
SWI SINKERS K'STUD GLIANTITY PER CALLOUT ON TO FLOOR STRAP NO2 syp
HEADER KING STUD MAY SERVE 5u12 SPH4 W/ll2r.Dcl x 1-1,2" 3m 5Q WA514OLT1/R � - (PER CALLOUT ON m.1.3���REMIRIUIENM eoT PL W �vC
CRIPPLES ADJACENT CRrIPL"
S DOUBLEEA S STUDS AT THE 5 OF AND K� AND KW'S Rom TRU" z REVISIONS DATE
ALL HEADER, E TO P 3(TVSHOWN) N B-zI-99
MSTA24 WKbM d
16 SECOND AND THIRD FLOOR 5HEARWALL5 N f Bi� NOS' PROPERLY RATED ADER° ''
PLAY BE 5U56TITUTED CRIPPLES f-
DOUBLE STUD TO BEAM OR FOR 1 EADER 51NC111ED CETUEEN V
DOUBLE STUD BELOW ALL p21PPLE6 TO N TFESE PLANbr PLATES
1L
MIN 2x4 —
50TTOM PLATE UVSP44
(TYP,ALL) SW 1211STA36 W/126A0d WKICACd x I-I,' MULLED WITH AT TO x AND
Q
rTCMM OF KIN0365 6TUDa ASCE 7-98 130 MPH 1fD�D
NOTES: T HARDWARE ALTERNATE (2)SPF STUDS CENTERED
TO ItAlil7AIQE ON CRp'PLES. UNDER TRUSS INDICATED •
L 5/16" HARDI-PANEL IS PERMITTED AS SUBSTITUTION FOR 1/16" OSB _ON FRAMING PLAN.
ON EXTERIOR WALLS ONLY IF NOTED ON THE FRAMING PLAN. O EACADJACENT 6TUD6
H OTHER W D J
2.OPENING IN SHEARI.JALL SEGMENTS PERMITTED ONLY IF SHOWN ON THE
FRAMNG PLAN. PROVIDE SI-EARWALL NAILING PATTERN ABOVE AND BELOW AT V Ort- D�52a 5 p
OPENINGS.
3. 1/2m ANCHOR BOLT MAY BE SUB5TITUTED WITH 1/1" TOP PL U
FOOTING (SEE TYPICAL DRILLED AND EXFOXIED ALL-THREAD lU
WALL SECTION) LD D 4.ANC�IOR BOLTS APED ALL-THREAD MN.6" EMBEDMENT DEPTH
JL
PER TABLE
W
FOOTM
1 IuaLLaELTEto u u.
Q
90 '1-5200
MULTI-STORY STU S ICE FOR USE IN t
5DHEA WA A.55EMIBLY DETAIL E01 CONJUNCTION WITH HIGH POINT LOAD DETAILS �
0 5/21/011:55 AM 51-EARWALL-dwg0 5/21/01 11:25 AM SPLICE'�9 •.......•��
_ TY ICA HEADER F 4MING DETAIL �1,P
5/11/01 8:05 AM HEADERxwg
t + •C
7•d"sdk" - "/a/00 10:30 An y.m-IM-se"i