Seminole Road 110 - 112 ' � n
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FIREWALL SECTION
RECEIVED
,mi 2 1 1999
City of Atlantic Beach
Building and Zoning
I
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ATION
6704.4.1 Each townhouse shall be considered a separate building and
shall be separated from adjoining townhouses by a party wall complying
with 8704.4.2 or by the use of separate exterior walls meeting the
requirements of Table B600 for zero clearance from property lines as
required for the type of construction. Separate exterior walls shall
include one of the following:
1. A parapet not less than 18 inches (457 mm) abode the roof line.
2. Roof shieathing of noncombustible material or fire retardant treated 0
wood, for niot less than a 4 ft (1219 mm) width on each side of the
exterior di-viding wall.
3. one layer of 5/8 inch (15.9 mm) Type X gypsum board attached to the 0)
underside o)f roof decking, for not less than a 4 ft (1219 mm) width on
.w � _ � � ,�,� „� _ _ _ w_■www.,r wr �rrrrN _ err ry .� .rrr.+rrw. each side o f the exterior dividing wall. A
B704.4.2 WhenL not more than three stories in height, townhauses may be Mk
separated by a single wall meeting the following requirements: N 07 1# io ID
r-
1. Such wa.11 shall provide not less than a 2-hour fire resistance
rating. Pliumbing, piping, ducts, electrical or other building services
shall not bie installed within or through the 2-hour wall, unless such Q
materials aind methods of penetration have been tested in accordance Q
with (3701.2 . s � Q( H9
Q
2. Such wa.11 shall be continuous from the foundation to the underside caWa
�
of the roof sheathing or shall have a parapet extending not less than 18
inches (457 mm) above the roof line. When such wall terminates at the j
underside o:f the rocf sheathing, the roof sheathing for not less than a
4-ft (1219 rmm) width on each side of the wall shall be of noncombustible p w
material, oir fire retardant treated wood, or one layer of 5/8 inch p
(15.9 mm) Type X gypsum wallboard attached to the underside of the roof
decking. H1824 �►- �
3. Each dweelling unit sharing such wall shall be designed and a w
LOT o � � constructed to maintain its structural integrity independent of the unit o
LOT O
F
on the opposite side of the wall. (� �� U p�*
EXCEPTION:: Said wall may be penetrated by roofand floor structural
members pirovided that the fire resistance rating and the structural _ -J q} ,p LU
integrity of the wall is maintained. QQ pp �u1
MANACLE
SEWER t WATER
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�2m'-41' 75' 5ET5ACK
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°° �O 201-04
20'-0' 7.5' 5ET5ACK
wwww..r mom _ w.,...r...M am .n IN �lc
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LOT (oOa LOT & 24
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MAN\NG OFF�CF: U1
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DRA BY;
DESIGN'�ED BY:
E3JC
d - 11Z Si5-M IAJOLC eZ�im?"ECElaVED I" SCIS- :
0"
DATE:
,!'"i 1 3 1949 DEC. 11 1998
City of Atlantic Beach JOB No.
5ELVEDERE 5TRE Building and Zoning D5
HEET NO.
SI of
- i I.
_—_—_-___---- �1 /
,m w
7/16" OSB ROOF DECK. NAIL 6" OC
ON EDGES, 12" OC IN FIELD (UNO) (n
WITH 8d COMMONS,
PRE-ENGINEERED HCPLI_ W 8
SW NO. 2 SYP 2x4 NAILER. TOE W/(8)841 EA TRUSS ' TOE NAILSEACHTRUS)SOd ,-
7/18" 058 FASTENED TO FRAMING WITH 841 ROOF' TRUSS
COMMONS A7 3" OC ON EDGE, 8" QQ IN FIELD, FASTEN TO TRUSS TOE NAILS EACH TRUSS
FIRST FLOOR SHEARWALLS BOTTOM CHORD WITH EXCEPTION; JACKS 7' LONG
(2) ROWS 1Od AND SHORTER MAY BE
DBL STUD TO BOTTOIS PLATE DDL STUD FASTENED TO TOP PLATE
BOTTOM PLATE TO SLAB TO SLAB AT 4" OC (TYP). W/ONLY (3)10d TOE NAILS,
75TU
EACH grl SGP3 W/24--1641
ANq S e" BOLT 7/16" OSB DOUBLE 2x4 N0. 2 SYP SDP PLATE, FASTEN
HEARWALL TRUSS BOTTOM CHORD /(2 ROWS 1041 COMMON,; 16" OC STAGGER
gMg TPP4 W/t2-841 I/2" BOLT W/ TRUSS BOTTOM CHORD' DIAPHRAGM, FASTEN
3" SQ WASHER TO TOP PLATE W/(2) NANO MIN 24" ILAP WEMIN (12)tOd
OWS t Od 4" QC 7 16" OSB OVER 2x4 SPF STUDS NAILS ) LAP, TOP PLATES 70 STUD W/TPP4
0 16" OC, FASTEN OSB W/841 W/(10)841 ON EVERY OTHER STUD2x4 SPF STUDS AT 16" OC
HEADER KIAY SERVE
As DBL STUDS AT THE ENDS OF 6" QC ON EDGES, 12 DG IN FIEL .
SHEARWALLS
16" MAX
SECOND AND THIRD FLOOR SHEARWALLS FASTEN DIAPHRAGM TO 2.4
f DBL STUD TO BEAM OR FASTEN TOP PLATES LE
TO AT 4"OCLER T(TYP)BOTH NAILLERS)
DBL STUD BELOW ROW 10d 2 x 4 BOTTOM PLATE, FASTEN TO
EACH OTHER WITH 2 ROWS BANbBDAR" WITH t Od.
3" DC IN DESIGNATED 2nd FLOOR
MIN 2x4 SPF SM (2)RTPGA836 W/(24)10d
(TYP ALL) OF (4)t Od BETWEEN SHEET ROCK (NP) SW SECTIONS,
EACH STUD. 12" OC ELSE:WHERE,
7/16" OSB ATTACHED TO 2x4 STUDS
AT 16" OC, FASTEN WITH MIN 841 3/4" 7&G PLYWD
AT 3" OC ON EDGE, 12" OC IN FIELD,
NOTES;
1, 5/18" HARDI-PANEL IS PERMITTED AS SUBSTITUTION FOR 7/16" OSB
ON EXTERIOR WALLS ONLY IF NOTED ON THE FRAMING PLAN, FLOOR TRUSS OR -JOISTS
2, OPENINGS IN SHEARWALL SEGMENTS PERMITTED ONLY IF SHOWN ON THE ALTERNATE INTERIOR SHEARWALL FRAMING
FRAMING PLAN, PROVIDE SHEARWALL NAILING PATTERN ABOVE AND BELOW
OPENINGS, 71E UPPER FLOOR STUDS TO
FOOTING (SEE TYPICAL 3. SGP3 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH FTP28 W/24-18d. LOWER FLOOR STUDS OR
WALL SECTION) HOLD DOWNS LOWER FLOOR BEAM WITH
PER TABLE
NOTE: THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE Sod, S RTPGATRA S 32" 71E UPPER FLOOR STUDS 70
THE SHEARWALL RUNS PARALLEL 70 THE TRUSSES. THIS 15 A PREFERRED 1041, SPACE STRAPS 32" OC. LOWER FLOOR STUDS DR
ALTERNATIVE LL FRAMING ABOVE THE PLATE LINE 70 THE ROOF PECK, (TYP ALL INTER-STORY LOWER FLOOR BEAM WITH
SHEARWALL ASSEMBLY DETAIL CONNECTIONS) DOUBLE 2x6 NO). 2 SYP TOP PLATE. SEMCO RTPGA836 W/(16) �(
FASTEN W/(2) (ROWS 10d COMMONS 10d, SPACE STRAPS 32" OC. �I
16" OG STAGGERED (ANO). MIN 24" LAP (TYP ALL INTER-STORY
W/MIN (12)lOd IN LAP. CONNECTIONS) II II II r l(�,
7/16" OSB OVER 2x6 SPF STUDS L11 ' - �
0 16" OC, FASTEN OSB W/841 2x4 SPF STUDS AT 16" DC Z
6" OC ON EDGES, 12" OC IN FIELD.
U--O--IF
i 2" ANCHOR BOLT OR WEDGE
ANCHOR (5,25" EMBED) W/2"SO
X111/8" WASHER AT 48" OC 1�-N--4
x4 NO. 2 SYP PT BOTTOM PLATE
BOTTOM PLATE TO STUD W/TPP4
2x6 N0, 2 SYP PT BOTTOM PLATE W/(10 8d ON EVERY OTHER STUD
BOTTOM PLATE TO STUD W/TPP4 1/2" ANCHOR 8 LTf W/2"SO x 1/8" WASHER ) '
W/(10)8d ON EVERY OTHER STUD AT 48" OC or FAS,3 W/(6)iOd AT 24" OC.
4 4„
FINISH 8" MIN " p
GRADE
12" MIN 4• A 6 x 6 W1.4 x W1.4 WWF 0,
q S a y I
a� d)
TPP4 W/(10)841 TRUSS TO TOP PLATE WITH HDPTI W/ FOOTING 70 BEAR ON °
B Bd, E%C P71 N; JACKS 7' LONG AND WlATERPROOF BARRIER 'y 0'3 c #•d
e �= r� C N c ° Q`v °
024" OC (MIN 2 SHORTER'MAY BE FASTENED TO TOP PLATE 4 4•• FIRM UNDISTURBED SOIL
PER HEADpR) WITH ONLY (3)1041 TOE NAILS. iia;
° ° u�4,. NOTES: Masonry stemwall may be! used in lieu of monolithic footin Install scheduled bottom u. 0 o N ao
5 1/2"8" MIN — plate anchor (FA53, anchor bolt, or wedge anchor) within 2" of bearing wall ends and G o u C":N
Y. — 8„ within 12" of door openimgs in beariny walls, See typical concrete sections for reinforcing ° CL a �, E
12" MINC6 x 6 - W1,4 x W1,4 WWF 6 x 6 - 1,4 x 1. WWF and dimemsions of footings, ° ° ° 0
y ° ° w v N '~.° aui
N0, 2 SYP HEADER, SIZE AND NUMBER I • WATERPROOF BARRIER
OF PLIES PER FRAMING PLAN CALLOUTS WATERPROOF BARRIER 4
6" OPT, EXTENSION (2)M4 CONT FOR b=12" UNDER 1 STORY WALL 8° $" MiJLI'I-STOR"� w n a N E
1° °n c 2�� u v a
IN BRICK LOCA71oN5 b (3)#4 CONT FOR b=16" UNDER 2 STORY WALL TYIPICAL WALL SECTION
ON FND PLAN (3)H5 CONT FOR b=20" UNpER 3 STORY WALL CURB STEP SECTION 4 T. -S�,a 0 'U-a
(INC STUDS. QUANTI u U u 0 t�
_ o o g
a N y:.�o °
En
CRIPPLE AND -" �
CRIPPLE AND KING STUDS, QUANTITY ° ° w a L 0- V
SER CALLOUT ON PER CALLOU
.2 N C a_E,2 N C y
-RAMING PLAN FRAMING PLAN, MONOLITHIC FOOTING SECTION 1
'6)16d BETWEEN (8)1641 BETWEEN x E x 7- c
ADJACENT CRIPPLES ADJACENT CRIPPLES ° O �,c y a 0 �.
AND KINGS c o- v T u y
ALL CRIPPLES 70 AND KINGS 0 rn o r a
EADER; 00
ALL CRIPPLES TO RTPCABI6 W/(6 16d w N N w
BOTTOM PLATE IN HEADER, (8)11641 NOTE; PROPERLY RATED OPEN 1. 1 4 W/9" BEND BOTTOM 6D" DC 0 ° q 0 v N C
WEB TRUSS HEADER 4 48" - 1 2" BEND TOP, I I rn� -0 4_o 0 d •N'N 0
W/TPP4 W/(12) IN CRIPPLE, 9" BEND BOTTOM
tOd. MAY BE SUBSTITUTED r
FOR HEADERS SPECIFIED 8" CMU (TYP) 6 x 6 - W1,4 x W1,4 WWF T I VARIES _ L 4 v m v u a_u ` m It n m ` a
L v o j K v y 2(� E,E 2 41
IN THESE PIANS, 8" MIN — - h ono¢~ v
FINISH mm _ / Y� v ° E n
GRADE 4--��� 4 6 x 6 - W1.4 x W1.4 WWF
CAST-IN-PLACE 12" MIN = J;�i c: o�i 'v u
' 8" MIN CONCRETE FOOTING
(2)�5 or (3)ff4 CONTINUOUS FTG DIMENSIONS 70 BE 12° DEEP WATERPROOF BARRIER
b s" OPT. ExT N51DN SHEET NO,: ST
— 1
I . X 24' WIDE W/(3)#5 IN 3 IN BRICK LOETIONS b 2 4 CONT FOR b=12" UNDER 1 STORY WALL
STORY SECTION ON FND PLAN 3 �4 CONT FQR b=16" UNDER 2 STORY WALL
6" DPT. EXT NSION
IN BRICK LORTIONS FOOTING TO BEAR ON GARAGE EXT WALL CURD SECTION 5 Structural
ON FND PLAN FIRM UNDISTURBED SOIL FASTEN OSB TO FRAMING
In-ii$U-f�n 7g`�71tra 03" OC ON EDGE, 6" OC 2x4 SYP OUTRIGGER
FOOTING (SEE TYPICAL install 1/2" anchor bolts with 12" embedment BLOCK SHEETING' IN FIELD WITH 8d. AT 24" ON CENTER, Details
WALL SECTION) at 48" aC for bottom plate anCharOg@, EDGES WITHIN 4" CLIP TO GABLE TOP
CMU STEMWALL SECTION 2 7/16" OSB OF GABLE TRUSS HGPRD W/(8)8d.
roB No.: D A 11019 S
TYPICAL HEADER FRAMING DETAIL
�►`' BUILDER: Armstrong;
(2)#4 CONTINUOUS (2)H4 CONTINUOUS _ 6" aw GABLE TOP
.E� CHORD
4
4. o� 2x4 L-BRACE ON Seminole
GAI
AN ;
— — — —
5 1/2 SPECIFIEDRBy TRUSS LOT NO.: Road
TS AS
— —
' 8 6 x 6 - W1,4 x I.
WWF 8,. MANUFACTURER,
WATERPROOF BARRIER WATERPROOF BARRIER 8 12' 4 CLIP END Atlantic
1'-4" 8" 6 x 6 - W1.4 x W1,4 WWF GABLE TRUSS OF LATERAL SUBDIVISION:
GRACE TO Beach
GABLE BOT
BEARING WALL FOO'T'ING SECTION 3 BEARING CURB STEP SECTION B CHORD WITH
(z� sEMcQ
H PLL w/(8) FLOOR PLAN: Duplex
GABLE B07
HORD
DESIGNED: JPA
STRAP GABLE TRUSS
2x4x8' SYP LATERAL TO STUD WALL WITH
BRACE W 48".'. (2)16d lad AT 4 WITH 8
THROUGH DRAnCE IN70 lad A7 a8" REVIEWED: 11 Y C
EACH TRUSS ESOT CHORD
GABLE EMD BRACING DETAIL REVISIONS DATE
HEADER DEPTH AND NUMBER OF PLIES TRUSS TO HEADER WITH HDPT1 W/(10)84.
PER FOUNDfTION AND FRAMING PLAN, EXCEPTION: JACKS 7' LONG AND
HEADER MAT NO, 2 SYP (LINO) SHAY BE FASTENED TO HEADER
WITH ONLY (3)1041 TOE NAILS,
FROM BEAM
O COLUMN-
CONCRETE NOTES
FROM 6EAM TO COLUMN-
(1) EACH SIDE OF
COLUMN, 1. Concrete compressive strength for footings = 2,500
SBC 1406 100 MPH WIND
psi (ANO),
2, Concrete compressive strength for slab = 2,500 psi I
PT NO,2 SYP 4x4 POST (AND),
(UNO ON FOUNDATION AND
FRAMING PLAN) 3. All reinforcing steel shall be ASTM A615 grade 4
(UN0).
4. All reinforcing steel shall have a 90 degree bend at
corners with a 25" lap.
5. Fibermesh is an acceptable alternative and shall not '
POST TO SLAB CONNECTION require WWF, LEGEND
WITH ABP44 W/(12)16d OR 6, Masonry stemwall, Section 2, may be used in lieu of
SGP3 W/(14)10d.
monolithic footing, Section 1,
(2)2x6-1/2 -- HEADIER/BEAM CALL-OUT
NUMIBER OF ICING STUDS EACH SIDE OF OPENING
NUMB3ER OF JACK STUDS EACH SIDE OF OPENING
SIZE OF HEADER MATERIAL (NO, 2 SYP) 9O4 ��41 -5200
NUMIBER OF PLIES IN HEADER
d
O — SPECIIAL UPLIFT CONNECTION CALL—OUT. SEE DETAIL �� C
CORRIESPONDtNG TO NUMBER. ��T TF1
FOOTING (SEE FOUNDATION AND — OPENING NOT DESIGNED TO BEAR TRUSS LOAD, NO STRUCTURAL
FRAMING PLAN FOR SIZE)
DETAIL HEADIER REQUIRED OVER THIS OPENING. 4 3
TYPICAL PORCH POST AND BEAM FRAMING D
SW# - SHEAIRWALL SEGMENT - PROVISIONS OF SHEARWALL ASSEMBLY TA F
DETAIIL GOVERN.
a
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