Jasmine Street 1003 Q)
N
N
LL
v
1/16" OSB ROOF DECK- NAIL b" OZ LU
ON EDGES, 12" O.G. IN FIELD (UNO)
WITH 8d COMMONS. d)
1- —1
WDPTI W/(8)ed EA TRUSS HCPLL W/(8)8c1 + (3)10d
TRUSS TO TOP PLATE WITH HDPTI W/ EXCEPTION: JACKS 1' LONG R) -ENCsINEERE TOE NAILS EACH TRU55
TPP4 W/00)Sd (8�, EXCEPTION: JACKS 1' LONG AND
AMC) SHORTER MAY 6E ROOF TR-155 OR 0 O
III
(SEE "FIRST FLOOR SHEARUJALLS" +0 24" O.G.(MIN 2 FASTENED TO TOP PLATE FTER5 �
5Ul# TABLE TO RIGHT) PER HEADER) SHORTER MAY BE FASTENED TO TOP PLATE W/ONLY (3)10d TOE NAILS.
WITH ONLY (3)10d TOE NAILS. m rV
1/16" OSB FASTENED TO FRAMING WITH Sd U
COMMONS AT 3" O.C. ON EDGE, 6" O.G. IN FI LD.
JL
NO 5YP HEAD R 51ZE AND N ESE
OF PLIES PER FRAMING PLAN LLI
GA OUTS,
CRIPPLES AND DOUBLE 2x4 N0.2 SYP TOP Ca
FIRST FLOOR 5HEARWALL5 KING STUD. QUANTITY CRIPPLES AND PLATE. FASTENED WI(2) ROWS 10 -j II II II
DOUBLE STUD EACH PER GALL. QU N KING STUD, QUANTITY 16" O.G. STAGGERED (UNO). MIN 24"
END OF SNEARWAL.L DOUBLE STUD TO BOTTOM PLATE poULBE STUD FRAMING PLAN. PER CALLOUT. LAP WITH (12TO IN LAP. _l
5W" BOTTOM PLATE TO SLAB TO SLAB (&A&cI BETWEEN FRAMING PLAN 0
(6Wvd 6ETWEEN TOP PLATE TO STUD WITH TPP4 Z
SGP3 W/24-16d ADJACENT CRIPPLES ADJACI=TWIT GRIPPLE6 W/(10 Bd ON EVERY OTHER STUD � u
SWI ANp 5/8" BOLT AND ICINGS ALL CRIPPLES TO AND KINGS V �[
1/2" BOLT W/ HEADER
-11 LU
SW? TPP4 W/12-8d 3" Sa WASHER N HEADER,
W/(b)16d
HEADER KING STUD MAY 5E1�/E IN HEADER, (8)164 NOTE: PROPERLY RATED OPEN 1/Ike" 056 OVER 2x4 5PF 5TUD5 �
HE DOUBLERKISTUDS A7 TWEE 5 OF IN CRIPPLE. WEB TfRUSS DEADER m 16" O.C. FASTEN OSB W/8d
AS a LS MAY BE 3UB5TITUTED 6" O.G. ON EDGES, 12" O.G. IN FIELD.
FOR HEADER SPECIFIED 2x4 5PF STUDS AT 16" O.G.
IN THESE PLANS. m
1b"
SECOND AND TNIIRD FLOOR 5NEARUJALL5 ALL CRIPPLES To x
5E BorroM PLATT~
W/TPP4 W/(10)Sd TPP4 WITH 11 T T X
tw
0 CIO
DOUBLE 5'TUD TO BEAM OR INSTALLED AT TOP ANDTUDS
DOUBLE STUD BELOW 15 AC E T KINGS TERNMIN 2x4 15 AGCEPTA6LE ALTERNATE
MIN 2 ALL) (2JRTPGA 536 W/(24)10d TO HARDWARE ON GRIPPLE5. 1/2" ANCHOR E301-T OR WEDGE 01 ^�
ANCHOR (MIN b' EMBED) W/1"5a a
x 1/I" WASHER A7 48" O.G. � N
r(1
NOTES:
I.5/16" HARDI-PANEL 15 PERMITTED AS SUBSTITUTION FOR 1/16" OSB r
ON EXTERIOR WALLS ONLY' IF NOTED ON THE; FRAMING PLAN. 2x4 NOS SYP PT BOTTOM PLATE 2x4 NOM 5YP E BOTTOM PLATE
2. UPENING5 IN 5WEARWALL 'SEGMENTS PERMITTED ONLY IF 5WOWN ON THE BOTTOM PLATE TO 5TUP W/TPP4 BOTTOM PLATER STUD R STUD
FRAMING PLAN. PROVIDE SHEARWALL NAILING PATTERN ABOVE AND BELOW W/(10)I3d ON EVERY OTHER STUD 1/2" ANCHOR BOLT (MIN 6" FA EMBED)W1 W/ " 5Q x W/l10 c! ON EVERY OTHER STUD
OPENINGS. I/8" WASHER s 46" O.C. OR FA53 W/ (6� d +0 �
3. 5GP3 SPECIFIED FOR SWI IMAY BE °+IIBSTITUTED WITH FTP28 W/24-Irad_ FOOTING ( E TYPICAL 24" O.G.
4. I/s" ANCHOR BOLT MAY B!E SUBSTITUTED WITH I/2" WALL SECTION) 4„ 4„ ZWU
o c c
FOOTING (SEE TYPICAL DRILLED AMC) EPDXIED ALL-THREAD FINISH l �'
OLD D �. ' .'s / �� / •!� y // [Q � O O o
GRADE 8' MIN �� 9. ,. a •�• ,'�`/�� /,,.// �- n
WALL SECTION) PER TABLE
5. ANCHOR BOLT5 AND ALL THREAD MIN 6" EMBEDM>=NT D1=PTH
•' WI.4xWi.4 WWF �/ �°
NEA ER FRAi`11NG DETAIL ',
/ /i!! �� �• WATERPROOF 15ARRIER LLL
TYPICAL \\i,, i \ zo
c o u•-
/� /i /i• oE
v �
C W CL
FOOTING TO BEAR ON �] o ¢c ° c° u
SNEAt2�UAll A55EMB Y DIET 411 FIRM UNDISTURBED 501E z
ROTE5: MA50NRY STEMWALL MAY I3� USED IN LIEU OF MONOLITHIC FOOTING. INSTALL LU °'c Q " °' v v E•-
- v a
SCHEDULED BOTTOM PLATE ANCHOR (FA53, ANCHOR BOLT, OR WEDGE ANCHOR) `� u T m c :98-v ,
WITHIN 12" OF BEARING WALL ENDS AND WITHIN 12" OF DOOR OPENING5 IN BEARING Q $a a N C
WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSION5 AMC) O c2 u o o o
FOOTINGS. �
Q Cp+ugoC 2 8t
2 0
p • N
avVC
1/2" DIA. ANCHOR BOLT MAY ZE SLI55TITUTED WITH 1/2" DIA. ALL-THREAD DRILLED or- wuav
or
AND EPr7XIED 0 E c$mo
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Structural
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z
joB No.: B E 0 8 010 0
TRUSS TO STUD GROUP WITH FASTENED OSB TO FRAMING 04 9 48"-12" BEND TOP,
RTPGA83bT W/(24)10d 9 3" O.G. ON EDGE, b" OI'. I 2x4 5YP OUTRIGGER 'Y BND BOTTOM -1
IN FIELD WITH 8d AT 24" ON CENTER
CLIP TO GABLE TOP all (TYP) &x&-WI.4 x WI.4 WtLF O BUIL DLR: $eStCOTl
BLOCK SHEETING H
CHORD WITH 5EMC0
E=XTRA STUD GROUP OSB OEDGES WITHIN 4' Hr-PLL W/(8)0d �l
4" U q
CENTERED UNDER l/16" F GABLE TRU55 /. —t W LOT No.: 5 181
TRUSS INDICATED ON 02 5YP \ '' \\ \\ `\ \\ X
AMC) DBL LLI
OLAtlantic
FOUNDATION
svBDmsloN:
FRAMING PLAN,No. TOP PL Beach
OF STUDS EMAL To
BLOCK BETWEEN FIN15H
X
NO. OF PLIES IN TRJ55
(MIN 2 STUDS). USE GALE TOP GRADE
5PF STUDS.FASTEN GABLE TOP wn CAST-IN-PLACE `� I'I,OOR p],pl,; 119Q
ADJACENT STUDS TO CHORD �,/ \ \ \ �y�\/�\\ CONCRETE FOOTING
IN 3
EACH OTHER WITH 12ci - FTG
SPF DINMENSIONS TO BE 12" DEEP
AT 8" O.G. L-BRACE ON (2)S OR (3)"4 CONTINUOUS x24" WIDE W/(3)"S GABLE VERTS AS • STORY SECTIONS
O.C. 11 DESIGNED: 11 V 1.
TUD
I b L +
SPECIFIED BY TRL.155
MANUFACTURER 6" OPT. EXTENSION1'_8'� � � FOOTING TO BEAR ON
CONCRETE NOTES IN BRICK LOCATIONS FIRM UNDISTURBED SOIL O MIEVrD: WVC
ON FND PLAN W
I. Concrete compresalve strength for footings= 2,500
Pal (UNO). REVISIONS DATE
1/2" ANCHOR BOLT GABLE TRUSS 2. Concrete compressive strength For slab ; 25CC•00 U STEMWALL SECTION 2 L
W/2" 5Q x 1/8" WASHER psl(UNO). _ _ 73
73
EACH STUD IN STUD ADJACENT TO STUD 3. All rainForcing steel shall be ASTM A615 grade 40
(UNO),
GROUP TO BOTTOM GROUP IN ADDITION �
PLATE WITH TPP4 TO TYPICAL BOTTOM CLIP END 4. all rewforcing steel shall have 90 degree bend at
W/02)8d PLATE ANCHORAGE OF LATERAL corners with a 25" lap. ~
BRACE To 5. Fibermesh la an acceptable alternative and shall not !2)"4 CONTINUOUS U
tL
NO.2 PT GABLE BOT require WWF.
YP BO CHORD WITH 6. Masonry stemwall, Sections 2, may be used In Ilau of r
PLATE (2) SEMco mvnolrthrc footin Section I.
ASCE 7-98 l20 MPH WIND
HCPLL W/(8) 1. Earth fill supporting slabs on grade shall be ,�--
8d_ compacted in 12" Ilfta. +_ •+ / '
8. 5temwalls over 4 courses tall require special ° l7
CONCRETE FOOTING (SEE FOUNDATION attention to detailing and support. Contact enginaar
WATERPROOF BARRIER 6x6-WI.4 x W1.4 WILE
of record If this condition exists. _I
S" 1'-4" 8" Q
7-
GABLE
GABLE BOT =
2x4x8' 5YP LATERAL STRAP GABLE TFW55 CHORD U
NQS 1/2" ANCHOR BOLT MAY BE 5U55TITUTED BRACE 40 4a". (2)16d TO STUD WALL WITH LLI '
WITH I/z" DRILLED AND EP0X1Iwp ALL- SEARING WALL FOOTING SECT D 3 �
THROUGH BRACE INTO RTPGA612 WITH (8) X
THREAD.
EACH TRU-55 BOT CHORD 106 AT 48" O.C. -' � � •9
3 NIGHFDOINT LOAD CONNECTION DETAIL r
�1 --5200
GABLE END 5FACING_ IZ)ETAIL
J.w1.e.u... 0/i/oo ii:ar♦u er-e a.0 r "f t
d�� Jc n-) In Si- .
- LATERAL RESISTANCE TO THE DESIGN WIND WAS
ANALYZED USING THE ENTIRE SHELL OF THE HOUSE Q)
A5 MAIN WIND FORCE RESISTING ELEMENT5. THE
TYPICAL WALL SECTION SHOWN ON DETAILS SHEET HAS
ADEQUATE STRENGTH TO RESIST THE IMFOSED WIND
LOADS IN ALL SEGMENT& EXCEFT WHERE INDICATED
E3Y ,4 5HEARUALL CALLOUT.
EO
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5,r_0r8i_Ou NOTES Q ---
I.FOR 5TRUCTURAL DETAILS, SEE
APEX TECHNOLOGY DETAIL SHEETS O SHEEP NO.: S T ® 1
2-IF HEADER NOT SPECIFIED, V
CONTACT ENGINEER ORECORD r( Structural
- - - - - - - - - - - — — — — — — — — — — — _ — — — — — — - - - — — - — —
r. � INTERIORDEARINGWALL nfy- Plans
rI - - - - - - - - - - - - - -
- - - J — — — — - - - — � I— _ _ — � _ _ 4. 12' PLATE HEIGHT FRAMED WITH 2x6
dDBND.: BEoBoloo
2 I I 2 I I v SPF STUDS * 16 CC (UNO)
I5. II' PLATE HEIGHT F4MED WITH 2x4 q
J R
51=F STUDS * 12" OG (UNO) L BUILDER: B e StC o n
n� I UNDER DOOR I I
STRUCTURAL KEYNOTES-- ,
8"x8" DEEP THICKENED EDGE (� IAT NO.: 5- 181
2 4" I I I i ,�, I 0 Q W/(114 CONT
r
S� I I I II Q w
1 C
1211 DT / SUBDVSION:
EW UNDER BOXCOLUMN U
BAtlantic
ach
-
r — — - — _ J I I I 16"6Qx12" DEEP FTG W/ X
ry — — - — - — — — 6?-,m , I I — _ _ J Q(314 EW x MOR PLAN: 1190
TRUSS 70 HEADER, <
2 I I A Q RTFIGA624T W/(20)10d APPROVED 1 DESIGNED: WV C
I ST-2 TRu55 TO HEADER CITY i r AI-hrifIC BEACH
(2)RTPGA824T W/(14110d PLAN ,Ir113 /tlr,lflC OFFICE
OCT 2 7 2000
m RUM: WVC
QTRUSS TO HEADER C�
(2)RTPGA824T W/(22)10d ul REVISIONS DATE
_" By
S� - " I I 24"5Qx20" DEEP FTG W/ Q
LL - - - - - - - - - - - J r J � I I A (3)04 EW
- - - - - - - - - -L
L — — _ — — _ — — _ 22 v I I 30"562x20" DEEP FTG W/
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m �^ I r ► 36"SQx20" DEEP FTG W/
— — — — — — T J _ — — Q (414 EW �. ASCE 7-98 120 WH �9INU
48"SQx24" DEEP FTG W/ (v�L.
U
(w — J I Q (514 EW, TIB .."f f1tl�,ntic C;c:,::r ?� u
A. lip
;.;,� ra 1v-
- — — I/2" ALL-THREAD DRILLED 4i�,� Ott! r(
CITY .OF ATLANTIC DEAC N
A t EPDXIED W/2" SQUARE JBUI'LDING OFrICL
WASHER 1 MENT
2'-0.. 121_411 5'_8" I�'-4
REQU RED * EACH END0
OF OPENING OCT 2'5 2000
1
LEGEND WO 2 j q1 —5 2 O O
(2)1x6-1/2 - HEADER/BEAM GALL—OUT X
Fo un GI a t i onFlan NUMBER OF KING STUDS EACH SIDE OF OPENING W
IL
NUMBER OF JACK STUDS EACH 51DE OF OPENINGYriF1
SIZE OF HEADER MATERIAL (NO. 2 5YP)
NUMBER OF PLIES IN HEADER
O - SPECIAL UPLIFT CONNECTION CALL-OUT. SEE DETAIL
CORRESPONDING TO NUMBER. TE Or
5W" - SHEARWALL SEGMENT - PROVISIONS OF 5HEARWALL ASSEMBLY
DETAIL GOVERN.
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undo swum) 9/7/00 MU All 6191.drr �
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I
DATE
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7
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LIVING A�EA ..............
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1190 50[ ft
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DATE
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6EPROOM MA5TE� \
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PORCH MA5TEK I
t�
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LIVING AREA � ___ ._ — ' 8'flat ceiling i
1190 5a ft
\ ROOF TITCH 15
6:12
ALL INTERIOR �
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MAXIMIZED
5HEET
ROOF PLAN
SCALE 1/4" 1 FOOT
DATE
57'
—� -^..--86 316 12, 22'
3,6 51016'2
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8/4/00
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DATE
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CITY OF ATLAN11C BEAC.K
'BUILDING OFF'ICt
DCTSHEET
2 5 2000
PERSPECTIVE
� Ca0� �J�•C.�rin� n.� �+
Q)
N
N
LL
v
1/16" OSB ROOF DECK- NAIL b" OZ LU
ON EDGES, 12" O.G. IN FIELD (UNO)
WITH 8d COMMONS. d)
1- —1
WDPTI W/(8)ed EA TRUSS HCPLL W/(8)8c1 + (3)10d
TRUSS TO TOP PLATE WITH HDPTI W/ EXCEPTION: JACKS 1' LONG R) -ENCsINEERE TOE NAILS EACH TRU55
TPP4 W/00)Sd (8�, EXCEPTION: JACKS 1' LONG AND
AMC) SHORTER MAY 6E ROOF TR-155 OR 0 O
III
(SEE "FIRST FLOOR SHEARUJALLS" +0 24" O.G.(MIN 2 FASTENED TO TOP PLATE FTER5 �
5Ul# TABLE TO RIGHT) PER HEADER) SHORTER MAY BE FASTENED TO TOP PLATE W/ONLY (3)10d TOE NAILS.
WITH ONLY (3)10d TOE NAILS. m rV
1/16" OSB FASTENED TO FRAMING WITH Sd U
COMMONS AT 3" O.C. ON EDGE, 6" O.G. IN FI LD.
JL
NO 5YP HEAD R 51ZE AND N ESE
OF PLIES PER FRAMING PLAN LLI
GA OUTS,
CRIPPLES AND DOUBLE 2x4 N0.2 SYP TOP Ca
FIRST FLOOR 5HEARWALL5 KING STUD. QUANTITY CRIPPLES AND PLATE. FASTENED WI(2) ROWS 10 -j II II II
DOUBLE STUD EACH PER GALL. QU N KING STUD, QUANTITY 16" O.G. STAGGERED (UNO). MIN 24"
END OF SNEARWAL.L DOUBLE STUD TO BOTTOM PLATE poULBE STUD FRAMING PLAN. PER CALLOUT. LAP WITH (12TO IN LAP. _l
5W" BOTTOM PLATE TO SLAB TO SLAB (&A&cI BETWEEN FRAMING PLAN 0
(6Wvd 6ETWEEN TOP PLATE TO STUD WITH TPP4 Z
SGP3 W/24-16d ADJACENT CRIPPLES ADJACI=TWIT GRIPPLE6 W/(10 Bd ON EVERY OTHER STUD � u
SWI ANp 5/8" BOLT AND ICINGS ALL CRIPPLES TO AND KINGS V �[
1/2" BOLT W/ HEADER
-11 LU
SW? TPP4 W/12-8d 3" Sa WASHER N HEADER,
W/(b)16d
HEADER KING STUD MAY 5E1�/E IN HEADER, (8)164 NOTE: PROPERLY RATED OPEN 1/Ike" 056 OVER 2x4 5PF 5TUD5 �
HE DOUBLERKISTUDS A7 TWEE 5 OF IN CRIPPLE. WEB TfRUSS DEADER m 16" O.C. FASTEN OSB W/8d
AS a LS MAY BE 3UB5TITUTED 6" O.G. ON EDGES, 12" O.G. IN FIELD.
FOR HEADER SPECIFIED 2x4 5PF STUDS AT 16" O.G.
IN THESE PLANS. m
1b"
SECOND AND TNIIRD FLOOR 5NEARUJALL5 ALL CRIPPLES To x
5E BorroM PLATT~
W/TPP4 W/(10)Sd TPP4 WITH 11 T T X
tw
0 CIO
DOUBLE 5'TUD TO BEAM OR INSTALLED AT TOP ANDTUDS
DOUBLE STUD BELOW 15 AC E T KINGS TERNMIN 2x4 15 AGCEPTA6LE ALTERNATE
MIN 2 ALL) (2JRTPGA 536 W/(24)10d TO HARDWARE ON GRIPPLE5. 1/2" ANCHOR E301-T OR WEDGE 01 ^�
ANCHOR (MIN b' EMBED) W/1"5a a
x 1/I" WASHER A7 48" O.G. � N
r(1
NOTES:
I.5/16" HARDI-PANEL 15 PERMITTED AS SUBSTITUTION FOR 1/16" OSB r
ON EXTERIOR WALLS ONLY' IF NOTED ON THE; FRAMING PLAN. 2x4 NOS SYP PT BOTTOM PLATE 2x4 NOM 5YP E BOTTOM PLATE
2. UPENING5 IN 5WEARWALL 'SEGMENTS PERMITTED ONLY IF 5WOWN ON THE BOTTOM PLATE TO 5TUP W/TPP4 BOTTOM PLATER STUD R STUD
FRAMING PLAN. PROVIDE SHEARWALL NAILING PATTERN ABOVE AND BELOW W/(10)I3d ON EVERY OTHER STUD 1/2" ANCHOR BOLT (MIN 6" FA EMBED)W1 W/ " 5Q x W/l10 c! ON EVERY OTHER STUD
OPENINGS. I/8" WASHER s 46" O.C. OR FA53 W/ (6� d +0 �
3. 5GP3 SPECIFIED FOR SWI IMAY BE °+IIBSTITUTED WITH FTP28 W/24-Irad_ FOOTING ( E TYPICAL 24" O.G.
4. I/s" ANCHOR BOLT MAY B!E SUBSTITUTED WITH I/2" WALL SECTION) 4„ 4„ ZWU
o c c
FOOTING (SEE TYPICAL DRILLED AMC) EPDXIED ALL-THREAD FINISH l �'
OLD D �. ' .'s / �� / •!� y // [Q � O O o
GRADE 8' MIN �� 9. ,. a •�• ,'�`/�� /,,.// �- n
WALL SECTION) PER TABLE
5. ANCHOR BOLT5 AND ALL THREAD MIN 6" EMBEDM>=NT D1=PTH
•' WI.4xWi.4 WWF �/ �°
NEA ER FRAi`11NG DETAIL ',
/ /i!! �� �• WATERPROOF 15ARRIER LLL
TYPICAL \\i,, i \ zo
c o u•-
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FOOTING TO BEAR ON �] o ¢c ° c° u
SNEAt2�UAll A55EMB Y DIET 411 FIRM UNDISTURBED 501E z
ROTE5: MA50NRY STEMWALL MAY I3� USED IN LIEU OF MONOLITHIC FOOTING. INSTALL LU °'c Q " °' v v E•-
- v a
SCHEDULED BOTTOM PLATE ANCHOR (FA53, ANCHOR BOLT, OR WEDGE ANCHOR) `� u T m c :98-v ,
WITHIN 12" OF BEARING WALL ENDS AND WITHIN 12" OF DOOR OPENING5 IN BEARING Q $a a N C
WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSION5 AMC) O c2 u o o o
FOOTINGS. �
Q Cp+ugoC 2 8t
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Structural
Details
z
joB No.: B E 0 8 010 0
TRUSS TO STUD GROUP WITH FASTENED OSB TO FRAMING 04 9 48"-12" BEND TOP,
RTPGA83bT W/(24)10d 9 3" O.G. ON EDGE, b" OI'. I 2x4 5YP OUTRIGGER 'Y BND BOTTOM -1
IN FIELD WITH 8d AT 24" ON CENTER
CLIP TO GABLE TOP all (TYP) &x&-WI.4 x WI.4 WtLF O BUIL DLR: $eStCOTl
BLOCK SHEETING H
CHORD WITH 5EMC0
E=XTRA STUD GROUP OSB OEDGES WITHIN 4' Hr-PLL W/(8)0d �l
4" U q
CENTERED UNDER l/16" F GABLE TRU55 /. —t W LOT No.: 5 181
TRUSS INDICATED ON 02 5YP \ '' \\ \\ `\ \\ X
AMC) DBL LLI
OLAtlantic
FOUNDATION
svBDmsloN:
FRAMING PLAN,No. TOP PL Beach
OF STUDS EMAL To
BLOCK BETWEEN FIN15H
X
NO. OF PLIES IN TRJ55
(MIN 2 STUDS). USE GALE TOP GRADE
5PF STUDS.FASTEN GABLE TOP wn CAST-IN-PLACE `� I'I,OOR p],pl,; 119Q
ADJACENT STUDS TO CHORD �,/ \ \ \ �y�\/�\\ CONCRETE FOOTING
IN 3
EACH OTHER WITH 12ci - FTG
SPF DINMENSIONS TO BE 12" DEEP
AT 8" O.G. L-BRACE ON (2)S OR (3)"4 CONTINUOUS x24" WIDE W/(3)"S GABLE VERTS AS • STORY SECTIONS
O.C. 11 DESIGNED: 11 V 1.
TUD
I b L +
SPECIFIED BY TRL.155
MANUFACTURER 6" OPT. EXTENSION1'_8'� � � FOOTING TO BEAR ON
CONCRETE NOTES IN BRICK LOCATIONS FIRM UNDISTURBED SOIL O MIEVrD: WVC
ON FND PLAN W
I. Concrete compresalve strength for footings= 2,500
Pal (UNO). REVISIONS DATE
1/2" ANCHOR BOLT GABLE TRUSS 2. Concrete compressive strength For slab ; 25CC•00 U STEMWALL SECTION 2 L
W/2" 5Q x 1/8" WASHER psl(UNO). _ _ 73
73
EACH STUD IN STUD ADJACENT TO STUD 3. All rainForcing steel shall be ASTM A615 grade 40
(UNO),
GROUP TO BOTTOM GROUP IN ADDITION �
PLATE WITH TPP4 TO TYPICAL BOTTOM CLIP END 4. all rewforcing steel shall have 90 degree bend at
W/02)8d PLATE ANCHORAGE OF LATERAL corners with a 25" lap. ~
BRACE To 5. Fibermesh la an acceptable alternative and shall not !2)"4 CONTINUOUS U
tL
NO.2 PT GABLE BOT require WWF.
YP BO CHORD WITH 6. Masonry stemwall, Sections 2, may be used In Ilau of r
PLATE (2) SEMco mvnolrthrc footin Section I.
ASCE 7-98 l20 MPH WIND
HCPLL W/(8) 1. Earth fill supporting slabs on grade shall be ,�--
8d_ compacted in 12" Ilfta. +_ •+ / '
8. 5temwalls over 4 courses tall require special ° l7
CONCRETE FOOTING (SEE FOUNDATION attention to detailing and support. Contact enginaar
WATERPROOF BARRIER 6x6-WI.4 x W1.4 WILE
of record If this condition exists. _I
S" 1'-4" 8" Q
7-
GABLE
GABLE BOT =
2x4x8' 5YP LATERAL STRAP GABLE TFW55 CHORD U
NQS 1/2" ANCHOR BOLT MAY BE 5U55TITUTED BRACE 40 4a". (2)16d TO STUD WALL WITH LLI '
WITH I/z" DRILLED AND EP0X1Iwp ALL- SEARING WALL FOOTING SECT D 3 �
THROUGH BRACE INTO RTPGA612 WITH (8) X
THREAD.
EACH TRU-55 BOT CHORD 106 AT 48" O.C. -' � � •9
3 NIGHFDOINT LOAD CONNECTION DETAIL r
�1 --5200
GABLE END 5FACING_ IZ)ETAIL
J.w1.e.u... 0/i/oo ii:ar♦u er-e a.0 r "f t
d�� Jc n-) In Si- .
- LATERAL RESISTANCE TO THE DESIGN WIND WAS
ANALYZED USING THE ENTIRE SHELL OF THE HOUSE Q)
A5 MAIN WIND FORCE RESISTING ELEMENT5. THE
TYPICAL WALL SECTION SHOWN ON DETAILS SHEET HAS
ADEQUATE STRENGTH TO RESIST THE IMFOSED WIND
LOADS IN ALL SEGMENT& EXCEFT WHERE INDICATED
E3Y ,4 5HEARUALL CALLOUT.
EO
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5,r_0r8i_Ou NOTES Q ---
I.FOR 5TRUCTURAL DETAILS, SEE
APEX TECHNOLOGY DETAIL SHEETS O SHEEP NO.: S T ® 1
2-IF HEADER NOT SPECIFIED, V
CONTACT ENGINEER ORECORD r( Structural
- - - - - - - - - - - — — — — — — — — — — — _ — — — — — — - - - — — - — —
r. � INTERIORDEARINGWALL nfy- Plans
rI - - - - - - - - - - - - - -
- - - J — — — — - - - — � I— _ _ — � _ _ 4. 12' PLATE HEIGHT FRAMED WITH 2x6
dDBND.: BEoBoloo
2 I I 2 I I v SPF STUDS * 16 CC (UNO)
I5. II' PLATE HEIGHT F4MED WITH 2x4 q
J R
51=F STUDS * 12" OG (UNO) L BUILDER: B e StC o n
n� I UNDER DOOR I I
STRUCTURAL KEYNOTES-- ,
8"x8" DEEP THICKENED EDGE (� IAT NO.: 5- 181
2 4" I I I i ,�, I 0 Q W/(114 CONT
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S� I I I II Q w
1 C
1211 DT / SUBDVSION:
EW UNDER BOXCOLUMN U
BAtlantic
ach
-
r — — - — _ J I I I 16"6Qx12" DEEP FTG W/ X
ry — — - — - — — — 6?-,m , I I — _ _ J Q(314 EW x MOR PLAN: 1190
TRUSS 70 HEADER, <
2 I I A Q RTFIGA624T W/(20)10d APPROVED 1 DESIGNED: WV C
I ST-2 TRu55 TO HEADER CITY i r AI-hrifIC BEACH
(2)RTPGA824T W/(14110d PLAN ,Ir113 /tlr,lflC OFFICE
OCT 2 7 2000
m RUM: WVC
QTRUSS TO HEADER C�
(2)RTPGA824T W/(22)10d ul REVISIONS DATE
_" By
S� - " I I 24"5Qx20" DEEP FTG W/ Q
LL - - - - - - - - - - - J r J � I I A (3)04 EW
- - - - - - - - - -L
L — — _ — — _ — — _ 22 v I I 30"562x20" DEEP FTG W/
dl 5t -�
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— � — st - -- - - - - - J ., , v�
m �^ I r ► 36"SQx20" DEEP FTG W/
— — — — — — T J _ — — Q (414 EW �. ASCE 7-98 120 WH �9INU
48"SQx24" DEEP FTG W/ (v�L.
U
(w — J I Q (514 EW, TIB .."f f1tl�,ntic C;c:,::r ?� u
A. lip
;.;,� ra 1v-
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CITY .OF ATLANTIC DEAC N
A t EPDXIED W/2" SQUARE JBUI'LDING OFrICL
WASHER 1 MENT
2'-0.. 121_411 5'_8" I�'-4
REQU RED * EACH END0
OF OPENING OCT 2'5 2000
1
LEGEND WO 2 j q1 —5 2 O O
(2)1x6-1/2 - HEADER/BEAM GALL—OUT X
Fo un GI a t i onFlan NUMBER OF KING STUDS EACH SIDE OF OPENING W
IL
NUMBER OF JACK STUDS EACH 51DE OF OPENINGYriF1
SIZE OF HEADER MATERIAL (NO. 2 5YP)
NUMBER OF PLIES IN HEADER
O - SPECIAL UPLIFT CONNECTION CALL-OUT. SEE DETAIL
CORRESPONDING TO NUMBER. TE Or
5W" - SHEARWALL SEGMENT - PROVISIONS OF 5HEARWALL ASSEMBLY
DETAIL GOVERN.
�DR10�
undo swum) 9/7/00 MU All 6191.drr �
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KEAK & LEFT ELEVATION SHEET A
SCALE 1/411 = 1 FOOT
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DATE
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FRONT & KIGHT ELEVATION
SCALE 1/411 = I FOOT
I
DATE
5/4/00
17
7
KITCHEN
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A;2 0
7
60aJ n5
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o
BEDROOM
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:0 <
BEDROOM MASTER
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PORCH
—(8'ceiling) MA57ER
LIVING A�EA ..............
BATH I
1190 50[ ft
FIf _ FF \1Z
SHEET
FI ST FLOOR ELECTKICAL PLAN .
_ _ _ SCALE 1/4" - I FOOT
DATE
8/4/00
' Ceiling Stoped j i
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U
10' FIa r
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DEWOOM BATrI
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6EPROOM MA5TE� \
--- (8,Flat gDRM I
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PORCH MA5TEK I
t�
(8'ceiling) 13ATH 1
LIVING AREA � ___ ._ — ' 8'flat ceiling i
1190 5a ft
\ ROOF TITCH 15
6:12
ALL INTERIOR �
PITCHE5 TO 13E
MAXIMIZED
5HEET
ROOF PLAN
SCALE 1/4" 1 FOOT
DATE
57'
—� -^..--86 316 12, 22'
3,6 51016'2
680b 3050
Q0
LIVING
(Ceiling 510ped LL
KITCHEN from 8'to 10)
W
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LQ
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F<4—
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41 316 314 C"j ling
P CLOSET
N (O'ceiling)
LATHH
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6:12
2'6 21 �21"1/2 710 ALL INTERIOP,
>1 PITCHES TO BE
10,10 5,4112 I 4'-6 9'111/2 5'8 MAXIMIZED
55'
5HEET
FLAN
FLOOK
5CALE 1/411 - 1 FOOT
� &sm( n �
1
I
DATE
I
8/4/00
I
57
i
i
i
23' 2541
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in
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GARAGE
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2 I
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PORCH
(4 ifs
LOWER) I I I ► -
___.
SLAD AREA
1451 5a ft
16'21/2 416 12'31/2 5'8 1614
Imo— I
i
SHEET
FOUNPATION
SCALE 1/4" 1 -FOOT 21
0
DATE
8/4/00
�- U-
v �
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Z _
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7-- -
L-L
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APPROVED
CITY OF ATLAN11C BEAC.K
'BUILDING OFF'ICt
DCTSHEET
2 5 2000
PERSPECTIVE
� Ca0� �J�•C.�rin� n.� �+