Sevilla Boulevard West 1954 Q
w c
H
Q
D
rX4
W
N. 47 40' 2q" N. o
111.06' � :D
z
4
ti
EX 1 STING ONE STORY RES I DEIGE /
LOT 54 ,/ LOT 56
CQ LO
4-4
EXISTIN(a C.ONG>t're DRIVE
Q0
� W
eXI5TIN6,C41SIGRETE HALK
NEW ADID ION
FLOOD ZONE "AE"
rE�!
V1
LOT 55 SEVILLA OARDEN5
w pr-4
5. 25 21' 51 " E. E-
QQ
64.25' (CHORD)' o 1
R �- 50.00'
FLOOD ZONE ",X.
L
0
� >
SITE FLAN w
SCALE: 1 " = 10' - O"
SEVILLA 50ULEVARD BEST
E4 C--;
S.
15 02' 26" E.
26 .55' (GHORD)
x
R = 25.00' RE �� W .�
L = 27.75' '� A
4UG 9 2001
City of /ltlanticaach o u 0 Q
APPROVED Eldiiding and Zoning
CITY OF ATLANTIC BEACH
BUILDING OFFICE SHEET NAME:
AUG 2001 APPROVED TYF iBEACH
n PLANNING&ZONING OFFICE SITE PLAN
AU 6 2001
SHEET NUMBER:
Sa ( G�. I
/ P
Elm
cr 7
V)-74 E
� X
ISTINr,7 ONE STOR"r RESIDENSE
LO
Q Lo
co
C:
E--4 q O
� C3)
5'-4° 21_0"
DOUDLE 2 X 4 WALL Q
i I U m ,
/ QQ Il1EW 30I8 MIRRORED I 0
f,OGKETI DOOR Z- / I 1I N W
4068 D/F I x
REMOVE 5TUC40 ROM E�CIST. EXTERIOR SIdV _ a �4
WALL, 'ADD NEW L AT ADDITION SIDE I �j
TO CREATE ROO 1~OR 4W POCKET
DOOR I I I
I I 4068 B/F I p w
I I I
L// Z/Z/ EXISTING HOUSE i � �� i Lo
w 0 I I AIC n
4065 5/1= g �4
NEW TUI:;) 10
418150. FT.
NEW YgALLS I I
SL.OPED GEILIN& 1 I SLOPED GEILIN6
,
�- - - -- ( -- - i E-� E-H O)
t
ITE
r �
ED m
FLOOR PLAN _ IQ 1
4050 4050
SCALE: 1/4" w I' -� o" SHEET NAME:
• 400
FLOOR PLAN
4'-3" 4'-5"
SHEET NUMBER:
A 2
i
Y .. g
A
wCD
E-
0
a
w
PQ
�i p
cy
E-
ROOT✓ 5HIN6LE5 TO MATCH EXISTING
ROOF PITCH TO MATCH EXI5TIN6
GU5TOM 5KYLITE .
TOP OH PLATE
(MATCH EXISTIN&)
OVERHAN6 WIDTH TO MATCH EXISTING
N FASCIA, FRIEZE, AND BANDINb TO
MATCH EXI5TIN6
FznSTUCCO FINISH TO MATCH EXISTING
FIN15H FLOOR
(MATCH EXI5TIN6)
Lo
FRONT ELEVATION u a �
F-1
ac
Ct > CQ
.-.
Q F-4
co .�
w
- ------ -- -- _ - - - - - - -- --.-
NEW ROOF NEW ROOF _ _-�•-
Ex1STIN6R,00 _r ; i i -T'- EXISTING ROOF
I -�
_ I _
ra F-T
NEW ADDITION
EXI5TING HOMEFt
i EXISTING HOME U
W �
w � Q
a w
LEFT ELEVATION RICHT ELEVATION � � co
,o
E--� E- M
w r/3 .�
Z Q
�, WW
U a 0 0
SHEET NAME:
f
ELEVATIONS
SHEET NUMBER:
i
64
oom�
Ing
wCC)
O
0
. 1 w
� o
� A
Cy
� E�
FIBERbLA55 5HIN6LE5 (MATCH EXISTING) ON
15 LB. FELT
MIN. 7/16" 0,58. ROOF SHEATHIN& NAILED 6" Q.G.
AT ED6E5 AND IN FIELD W/ BD COMMON NAILS
NAIL 4" O.G. AT ROOF EDGE AND AT EDGES AND
IN FIELD UP ROOF 4'-0" FROM ROOF EDGE, ROOF PITCH To
MATCH EXI5TIN6
PREFAB. EN61NEERED TRU55E5 24" O.G.
CLIP TRUS5E5 TO TOP PLATE= AS PER EN6INEER _
PROVIDED TRU55 CONNECTOR SCHE=DULE
SEMCO TPP4 CLIPS 52" O.G. -�J EXISTIN& SLAB
OVERHANG WIDTH rO MATCH A--
EXISrINb - --
VAULTED C.ElLINb
2 X 4 UTILITY 5UB-FA50IA
R-9D Gl=1LINb INSULATION
------------...... _T------............ C0
FASCIA TO MATCH ---� ---- ---
` 5/8" 6YP BOARD GLb
i (1) #5 DOWEL ® 48" 0.6. 1Q Lo
I
SOFFIT To MATCH ExI5rIN6 2 - a X4 #2 5.Y.P. TOP PLATE EPDXY 4" INTO EXISTING SLAB
EMBED 12" INTO NEW SLAB I
STUCCO FINISH 1/2 bYP. BOARD
(COLOR AND r(PE TO MATCH EXIST) I I
1/16" O.S.B. WALL SHEATHING
NAIL 6" O.G. AT EDbES AND 12" O.G.
IN FIELD UNLESS NOTED OTHERWISE
YV/ BD COMMON NAILS
8 - I I/aPLATE HEIGHT NENSLAB
2 X 4 #2 SPF STUDS 16" O.C. TO MATCH EX I ST I N6 m j i o
I I N
R-13 WALL INSULATION 4" CONCRETE SLAB (2500 PSI)
i MIN. 1611 .&X& 10/10 W.W.M. ON 6 i
i MIL POLY VAPOR BARRIER ON i
4" GANG. SLAB (2500 PSI) W/ 6X6 10/10 KKK WELL TAMPED TERMITE TREATED i
1/2" X 10" ANCHOR BOLTS 52" OC. W/ OVER 6 MIL POLY VPOR BARRIER ON GLEAN FILL i
2" X 2" X 1/5" WASHERS COMPACTED TERMITE TREATED FILL I (HEIGHT OF SLAB TO MATCH EXIST,) i
SEMGO TPP4 CLIPS 52" O.G. } 12" X 20° GONG. MONOLITHIC FTb. W/ (2) #5
12" X 20" MONOLITHIC FTG. W/ j W
ROD DONT. (2) #5 REBAR CONT. o
BEND OUTSIDE RD 25 AT CORNER EACH WAY BEND'OUT SIDE REBAR 25 AT w
2 X 4 #2 PT 51L PLATEcORNERs
�- %
�. � I I FO1� N� ATION FLAN
' 1111=1111,
�, r. � — ,,, -T1, Illf�lll��l II��,,,,�,T„IT, , �•.�.-..�.-._._._. _._._.� .,aL.wE: t/4.. _ 1 _ p.. a � a
Sc
a � � ►_.�
1111111 _ III
' • w
Lo
=11111=IIII=IIII(IIIIITiI � I�►'-�y a w O
;HALL SEDT I ON
SCALE: 5/4” I. _ 0"
E-; E_� rn
x
x
d
U [�
C)
SHEET NAME:
FOUNDATION
SECTION
SHEET NUMBER:
A 4
it
Wto
H
O
O
r�
W
* IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR °
TO LOCATE THE EXISTING PANEL AND ALL EXISTING ELECTRICAL cr
FEEDS AND TO MAKE ANY CHANGES REQUIRED TO MEET THE
o-
ADDED ELECTRICAL LOAD PRODUCED BY ADDITION
ELECTRICAL LEGENDVWLMC CUTLET ® SMOKE No T,
uov
Puptax MA117t� TFieF'h101�hip T
SPACE ONLY INGANDP' pN7
Ounzr
POR al.IH6 ® FLOO R mom w � w6NT Plx�
ING
B�RA�CE Of LAY (1I U�T Fav KILL
�� LL PIx
T=
INC ChCI
GWAU9T PAN LI6M1'PIX1�E
CZILINd MW
I { E>0IAUST PAN• n Dom"
c4ILIN5 PAN Lk"C40MBO v�1 f Wow PA=
LkSHT
511TCA LIFiNr PI CNf
7.
,1
�\ EXISTING HOME
DA5HED LINE REPRESENT5 EX15TIN&
\ ROOF L I NE.
� z
/ \
f:zl Lo
fI I
` I 1 I ► i
t i i
C, W]I".. r
co
CQ
Z �1
I W
EXISTING ROOF TO BE OVERFRAMED ' 1 Q Q Q
I ► I I F-1 r---� Q
t ' I 0)
L_.. t i i ` W
- I. NEW ROOF TO BE FRAMED WITH PRE—FAB. TRU55E5
24" Q.G. OR CONVENTIONALLY FRAMED WITH 2 X
#2 PINE RAFTERS 24 O.G.
I I
2. ROOF PITCH FOR NEW ROOF TO MATCH EXISTING '
I I ,
r
3. OVERHANG WIDTH TO MATCH EXISTING t
4. FASCIA, SAVE DRIP, FRIEZE, AND SOFFIT MATERIAL SLOPED GEILINb I I 5LOPED CEILING
TO MATCH EXISTING
5. ROOF TO BE SHEATHED W/ -7/1( " O.S.B. AND NAILED
W/ SD COMMON NAILS 6" O.G. AT EDGES AND IN i �� ZCYLITE t1-•I
FIELD. NAIL 4" O.G. AT ROOF EDGE AND UP 4'—O" `�
FROM ROOF EDGE AROUND PERIMETER - i W
5K LITE NN\
6. CLIP TRU5ES AND/OR CONVENTIONAL FRAMING TO �N, i /�' E-I A
STUDS PER ENG)NEER SPEG5.
�\
7. HEADERS AT OPENINGS TO BE (2) 2 X 8 #2 PINE �+�' O W
U.N.D. `N
x
OF F A �
O � ELECeTR1 (f,,.., AL FLAN W
I/4.. IIDI. LASCALE: I/4" I� _ O SCALE
.—I
H W
z
F�N
� W q 93q A
L)
as �] r z 0
�l U 04 V U
SHEET NAME:
ROOF PLAN
ELECTRIC PLAN
SHEET NUMBER:
A 5
i
LATERAL RESISTANCE TO THE DESIGN WIND WAS
'r�188 ro Tr�PLATE
ANALYZED USING THE ENTIRE SHELL OFT O (5EE "FIRST FLOOR 5HEARWALLS"
„� GOrwECTION SUJ# TABU; TO RIGHT)
AS MAIN WIND FORCE RESISTING ELEMENT5. THE �
TYPICAL WALL SECTION SHOWN ON DETAILS SHEET HAS ;4151b. rIAa2SU1/(IaalSci
SPH4 uurlm)Imd x I-�," x/16" 058 FASTENED TO FRAMIN/G WITH 8d C\l
24"O.G.(MIN 2 PER HEADER) :am Ib. (IA4&w/(IOA0d + COMMONS AT 3" O.C. ON EDGE roll oZ. IN FIELD, N
ADEQUATE STRENGTH TO RESIST THE IMPOSED WIND (2APJdTOE-NAILS
LOADS IN ALL. SEGMENTS EXCEPT WHERE INDICATED
PY A SHEARIJALL CALLOUT. -1
OF PLI S i ER FRA11I��"""�'� FIRST FLOOR SHEAR�l1ALLS � �
DOUBLESTUD EACH
GALLOUTS. END OF SHEAtzwALL
CRIPPLES AND DOUBLE STUD TO BOTTOM PLATT= DOULBE STUD
CRIPPLES AND K1NCa STUD.aUANTIrr �aUJ• BOTTOM PLATE TO 5LAB TO SLAB
KING STUD QUANTITY PER GALLOUT ON
PER CALLOUT ON FRAMING PLAN. HTT22 W/32-16d
FRAMING PIAN. (6Abd 6ETUXEN SWI
SINICI=RS
(&Abd BETWEEN ADJACENT CRIPPLES �
ADJACENT CRIPPLES AND KINGS " S 5BOLT E
AND K]WsS HEADER KIPKs STUD MAY SERA SW2 SPH4 W/fl2)10d x I-'i2"
AS DOUBLE STUDS AT THE S OF 3 G2 WASHER
ALL CRIPPLES TO
Ht3ADER= SHEARWA L5
MSTA24 U1/66A6ri _,/ C14
M HEADER,(OMC) NOTE: PROPERLY RATED OPEN
IN CRIPPLE. WEB TRUSS HEADER 16"
SPLICE NEW FOUNDATION MAY BE SUBSTITUTED
TOEXISTING OU LONG FOR HEADER SPECIFIED SECOND AND THIRD FLOOR SHEARWALLS `y
6" EMBEDMENT,DRILLED 4 ALL CRIPPLES TO IN T1SE PLANS. Q U
\ DOUBLE STUD To BEAM OR 61
EXISTING FOUNDATION EPDXIED 05 DOWELS. BOTTOM PLATE W/$PH4 _649.4 WITH 00A0d x 1-1i," SUE" 11"
W/[IDAod x I-y2 INSTALLED AT TOP AND MIN 2x4 DOUBLE STUD BELOW �l
51+411 BOTTOM OF KINGS STUDS
EXISTING, STRLIGTURE 16 CIFHARDWARE ON EFPPLE3. CIA
(TYP, ALLa SW (2)hISTA36 W/(26)10d
cv
C2r1x6-I/2 NOTES: 0) -
>- I 1. 5/16" HARDI-PANEL 13 PERMITTED AS 5U65TITUTION FOR 7/16" 055
ON EXTERIOR WALLS ONLY IF NOTED ON THE FRAMING FLAK ISL
GI I I� 2. Y IF SHOWN ON THE
RAEMING PLAN.ARWALL PROVDEEGMENTS ITTED SHEARWALL. NAILING PATTERN ABOVE AND BELOWJL
= O
OPENINGS.
3- 1/2" ANCHOR BOLT MAY BE SUBSTITUTED WITH 1/2" 111
17 -3" 5'-31j (2)2x6-1/2 DRILLED AND EXPDXIED ALL-THREAD LQ
FOOTING (SEE TYPICAL OLD D 4. ANCHOR BOLTS AND ALL-THREAD MIN. 6" EMBEDMENT DEPTH LL]
WALL SECTION) -A
FOOTWG(SEE TYPICAL. PER TABU"
WALL SECTION)
LLI
O iI- FI Fh
a 1 1 e TY ICA HF-AIDERF f�PIING DETAIL
ST-I ST-I e 5/21/01 8:05 AM HEADERdIug 1 SHEARWALL ASSEMBLY DETAIL Q �
1 5/21/011-55 AM 5WEARWALL dwg
Ln N0.2 SYP 2x4 NAILER (~�
l/16" 05B FASTEN TO TRU55
DIAPHRAGM. FASTEN BOTTOM CPORD WITH
TO TOP PLATE WI(2) (2) ROWS 10d
A i 3 ROWS 106 4" O. . AT 4" OZ_(TYP) O
c
TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD O m
(2)2xe>-1/2 NOTES:
J
I. FOR STRUCTURAL DETAILS, SEE
I APEX TEGHNOLOCxY DETAIL SHEETS `� n '
(2)2x6--1/2 FASTEN [DIAPHRAGM TO 2x4 Q C 0
(2)2xro-1/2 E o
NAILER WITH (1)ROW 10d Z v v 3 C 3
FASTEN TOP PLATES TO AT 4" O,C. (TYP BOTH HAILERS) 2. IF HEADER NOT SPECIFIED,
C2YZx6'I/2 H OTWE:
OFC(4)10d ETUWEEN ITH 2 Rot11S v" rn o a
SHEET ROCK CTYP)
CONTACT ENGINEER OF RECORD ° ° °i v�- E
EACH STUD. Z a 0 m X D m t o o
4'-61 81_11 4. 6.1 o D ° 00
3. INTERIOR BEARING WALL � C ` a� v E�•
C y per. -p ° O
U p 4 N y C N
7/16" OSB ATTACHED TO 2x4 STUDS 4 , cn :E S N
12 PLATE HEIGHT FRAMED WITH 2x6 N To 0 - _ 0 0)v €w
AT I6 O.G.FASTEN WITH MIN 8d a Q' o o. c `_C v o.° 0
AT 3" OG. ON EDGE, 12" O.C. IN FIELD. SPF STUDS Q Ira OC (UNO) W Q. _ U �,
W -o a+u v N o� --,
NOTE: THIS INTERIOR SHEARWALL DETAIL 19 INTENDED FOR USE IN AREAS WHERE 5. 11' PLATE HEIGHT FRAMED WITH 2x4 " °
Z moa ,rte ,� 0' c
SHEET 130TH SIDES THE SHEARWALL RUNS PARALLEL TO THE TRU5SE5. THIS IS A PREFERRED SPF STUDS I2" OG (UNO) a°,
OF SW SEGMENTS
ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK Z D u m u d N 0,
N 1] �
11-1 � c ac" w � OO
� ALTERNATE INTERIOR SHEARWA L FRAMING � �r a vro � U
0 12/5/00 4:03 F"M INT-SHEARWALL.dwg yy_pUC'TUR,^�' 10EYtdO 'E.�: It 00 w 4 0 41 m
G O C E� o 1; C p 0
��a � I� �(a� � S"x8" DEEP THICKENED EDGE � _
Pau,�c�a t ion Plan �, ' x D q .Q _
W/(I)"4CONT ILL � � °'_ ° RC = N
0 v 0r. �Y V 0 C:.0
CL Z U D j x v v 0
CL i5
x8 ROOF DECK NAIL 6" oG 12" DEEP FTG W/04 im 12" a, a ;3 P x E
/16" 05 o
ON EDGES, O.C. IN FIELD (UNO)
A EW UNDER BOX COLUMN r `v S� U
ri
WITH 8d COMMONS_ O
I6"5Qxl2" DEEP FTC: W/ O Sly' NO.: ,
(3)"4 EW
TRU55 TO TOP PLATS U
TFW55 TO TOP PLATE � TRUSS TO HEADER, Q Structura I
uPLIFr TLS PRE-ENGINEERED UPLIFT G�IEGTION lTSUSST 91TUDER9ROR[��rs 2 � i--1TS30 W/(20)10d 0 Plans
ROOF TRUSS OR X415 Ib. (I 125 W/(10)Bd Wi(20Amd. FOR/l)PLY TRu33ES
X415 Ib. (I)H25 W/(10 6d RAFTERS WITH LGT2,FASTEN 49"LONG 2x4 L JOB NO.: AT 010101
X800 Ib. (I)H5 W/(10JI0d + NO 2 SYP SCAB TO(I1 FACE OF TRUSS TO HEADER LL
X800 Ib. (I)H5 WINOMOd + (2)10d TOE-NAILS BOTTOM GHORP WITH(Il ROW OFN0.2 5YP DBL E� (2)HT630 LU/(20)10d(2)10d TOE-NAILS 12d AT 3" OZ. `TOP PLATE �
0 BUILDER: Russel l
TRUSS TO HEADER ?
(2)LGT2 W/(2&)16d
LOT NO.: 3�
DOUBLE 2x4 NO.2 5YP TIP I F
24"SQx20" DEEP FTG W/ -L
PLATE FASTENED W/C2) ROWS 10d (3)'4 EW
EXTRA SF-STUD GROUP
16" O.G. STAGGERED (UNO). MIN CENTERED UNDER rRUSB SUBDIVISION:� Sevilla
24" LAP WITH (12)I0d IN LAP. INDICATED CN FRAMING PIAN. U Gardens
TOP PLATE TO STUD WITH SPW4 No.OF STUDS EQUAL TO NO.OF 30"SQ40" DEEP FTG W/ W
W/(10A0d X I-I/y" ON EVEI2Y PLIES IN TRUSS(MIN 2 STUDS).
FASTEN ADJACENT STUDS TO Aw (4)04 E W ~
OTHER STUD EACH OTHER WITH 12d AT a"O.G. W MOR PLAN:
�UrCf I ��'S-
Renovation
SFIF 36"SQ40" DEEP FTG W/ d
1/16" 055 OVER 2x4 SPF STUDS UD5 A (4/*4 EW XX DESIGNED: 1"iGIC
,0 16" O.C.FASTEN 058 W/Sd 16 O.G
811 MIN I I I
a
4" 6" O.C. ON EDGES, 12" OG. IN FIELD. RENEWED: I.UYC
-t
2x4 SPF STUDS AT 16" C.C. 54T B EP FTG W/
J"4 EW �
\ \ �`\�\ .,�
6x6-WIA x WIA UAiF
1/2" ANCHOR BOLT �� W REVISIONS DATE
f� �(1z° M1N '�I �• � ,1 I I/2 ALL-THREAD DRILLED
\/�//, L .d X WATERPROOF BARRIER
�\\i�\\��` ` / (21"4 DONT FOR b■12" UNDER I STORY WALL W12 &2 x /8 THICK ��
EACH STUD IN STUD WASHER ADJACENT TO 4 EPDXIED W/2 SQUARE
6" OPT. EXTEN510N (3)"4 CONT FOR b-16" UNDER 2 STORY WALL Q
IN BRICK LOCATION5 b (3)05 CONT FOR b•20" UNDER 3 STORY WALL 1/2" ANCHOR BOLT OR WEDGE GROUP TO BOTTOM STUD 13RO11P IN WASHER MIN. ro" EMBEDMENT
PLATE WITH SPH4 ADDITION To TYPICAL 1L1
ON FND PLAN
ANCHOR (MIN 6" EMBED) W/2"50 W/(10)I0d x 1-1/2" BOTTOM PLATE REQUIRED Q EACH END Q
x 1/8I WASHER AT 48" O.G. ANGH(7RAGE OF OPENING
MONOLITHIC FOOTING SECTION 1 z
CONCRETE NOTES 2x4 NO.2 SYP PT BOTTOM PLATE 250TTOM PLATETTOOS UD W/SPH4 `SOP Bo
BOTTOM PLATE TO STUD W/SPH4 1/2" ANCHOR BOLT (MIN 6" W/00)10d x 1-I/2" ON EVERY OTHER STUD PLAT1= ZL NO-2 SYP 5EARING BLOCK O ASCE 7-98 120 MPH WIND
1. Concrete compressive strength for footings= 2,500 W/(10A0d x 1-'/2" ON EVERY OTHER STUD EMBED)W/ 2" SQ x 1/8" WASHER FASTENED TO BOTTOM I-
psi at 28 days (LNO). 48" O.C. JL I JL
CHORD OF TRU55 W/12d U
2. Concrete compressive strength for slab = 2,500 sI
9TEMWAL REINFORGEMENrt � J p ----� _.--r~ COMMON NAILS. USE (2) �
» at 28 days (UNO). 4 1, :•' 4" CONCRETE ROWS 3" O.C.UP TO 6 COURSES: 4 VERT. s 48" O.C. 8 CMU CTYP) .•• 4 ,. FOOTING (SEE ;=OUNDATION UJS � FOR 2x4
3. All reinforcing steel "3 and bigger shall be ASTM FINISH S"MIN 1 .
I TO 10 COURSES: "4 VERT. a 24" O.C. 9 9g 4 •. • � ____r AND FRAM NG PLAN FOR lYPIGAL DIM1=N510N5) „
» m VERT. REINFORCEMENT TO HAVE 12" A615 rade 40 deforrmad bare (UNO). GRADE • ' / / a '%�j ,c i /~ �/ BLOCK OR (3) ROWS m 3
II TO 12 COURSES: 4 VERT 12 O.G. + .'� ' / / \ ` _
STEi`1WALL5 OVER 6 COURSES TO HAVE BEND 0 TOP AND 9" BEND • BOTTOM 4. All reinforcing steel shall have 90 degree band at / \ K_ _ \ \ �• Q.C. FOR 2xra
BLOCK-corners with a 26" lap. \\ \\ \\ �l2'MI �\ ' a• /� 6x6 - WI.4xWl-4 ULF
6x6-1111.4 x WI.4 WILF 5. Fibermesh is ar; acceptable alternative and shall not �C! / • " WATERPROOF BARRIER NATE- 1/2" ANCHOR
EVERY OTHER COURSE. p \ � � R BOLT MAY BI•_ SUBSTITUTED
require WWF. i//i /, /� TOP PLATE SPLICES TO BE
FINISH _-411 6. Masonry stomw.3I1 and monolithic Footing are A Gil THREIAp DRILLED AND EPDXIED ALL- BRIDGED W/(2) MSTA24 W/(18) `J
8" MIN / / / /. FOOTING TO BE R
GRADE �\ \��` Interchangeable.
-r \�' 'i� FIRM UNDISTURBED SOIL
�. Earth Fill supporting slabs on rade shall be Frsa
I-STORY: 8'AC6 FW(2) "4 CONT. of organic material and cohesive soils. Compact the NOTES: MASONRY STEMWALL MAY BE USED 11`1 LIEU OF MONOLITHIC FOOTING. INSTALL 3 N�11G�H l$OI � U
Y lmd COMMON C Z
NT LOAD_�.ONNECTION DETAIL STRAP EACH FACE OF WALL.
2-STORY: 10" x 20" W/(3)04 OR (2) 05 Fill In 12" lifts to at least 95% of Modified Proctor SCHEDULED BOTTOM PLATE ANCHOR WITHIN 12 OF BEARING WALL ENDS AND WITHIN 12 POINT-LOAD3dwg W 904 241 --5 00
NOTA 3-STORY: l2" x 24" W/(3) » 4 OR (2)5 Maximum Dry Den:slty- OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR F
5PEGIAL CARE SHOULD BE 8. Stemwalls over 4 courses tall require special LEGEND
I q p REIN>'ORGING AND DIMEN510N5 AND FOOTINGS. X
EXERCISED BY CONTRACTOR WHEN •' attention to bracing durinc3 constructlon. Contact W �'q
BACK FILLING BEHIND A STEMWALL,
'� /\ FOOTING TO BEAR ON anglnaar of record if this condition exists. (211x6-Irl - HEADER/BI✓AM GALL-OUT
PARTICULARLY WHEN IT 15 OVER 6 FIRM UNDISTURBED 501E 9. To control cracking in the slab, cut I" deep saw Irl" DIA. ANCHOR BOLT MAY BE 5UB5TITUTED WITH 1/2" DIA ALL-THREAD DRILLED NUMBER OF KING STUDS EACH 51DE OF OPENING Q 4L ^`Id�IC'��'C.�
v
COURSES HIGH. SHOULD THIS cuts in a 10' x 10' grid throughout the slab within 12 AND EPDXIED NUMBER OF JACK STUDS EACH SIDE OF OPI=NING
CONDITION EXIST, RECOMMENDATIONS 4" OPT. BRICK LEDGE NOTED ON FND PLAN hours of concrets placement. SIZE OF HEADER MATERIAL (NO. 2 SYP)
MAY BE OBTAINED FROM THE 10. Do not scale footle dimensions and locations
ENGINEER OF RECORD. NUMBER of PLIES IN HEADER
From the Foundation Plan. Da not determine footing I
location from architectural plans or Framing Plan. If TYPICAL WALL SECTIONO - SPECIAL UPLIFT CONNECTION GALL-OUT. SEE DETAIL �"� IE
1" �
CU STEMWALL SECTION 2 Footing size or location is not determinate FromW,A
use 12/5/00 4:08 PM TYP- LLdwg CORRESPONDING TO NUMR
BE
a
of Foundation PI n alone, contact the engineer o
- - record. SO - 5HEARWALL SEGMENT - PROVI510N5 OF SHEARWALL A55ErIBLY � ]gra j
DETAIL GOVERN.
B®oq Xwt..Ap"7•ch-ka 7/44/01 8:16 AM BurvA-4w{
R@VI®IONSOf
ICY
000 -01
, o
4 `�` .•(� `'l _47 �.-� � ^�►It \A O � �\
T W-=' _1P_�A_N
low
_ _. . ._ .. ....__ _. �.
a 10El
UN r
_
y
1 i
F 1 1
__ c:�.f�:. >� �rift!��'�'��'�� '�,�(� � �-i u•,• _-- - — ____ _. _. �
-\hy
7D 1 tvA I
40
e
Tj O'V 6E H
Cyo�
CIO
' pFFiC�
, r
jq4( d! Wil cii Ai
Rip
S
( q 54 5EVc LLA 5Lq D
b '
MA11d"MWtAW 0:IOA..24x$0� ^
^•e •:t � F ."cr.
,a, , T ,�� RBVIHfC1P5�1� k"�n� �'�•,�
A,
_._ ._.
_ _.
10
i
• _ f _.._.._._ _ a .-- 1 � r - � i � _.._( �'.'� Ind%�=�'����l1 �� i a
tw
(JCJ►
n Lp o c�
Ft
AN
1 I
+
?°gyp
r
---
-'C� Itk
,,lit i. r
,
{ ( (p'� R ►� e-•ill .V, A46. Aj
I i G0C1���
of
10
eZ
Plow
q S4 5 Ey l LL
n�
71
MA:44xio inti � J
�y i�wS
It
��•"'. tif'". ... '�' �.w'r tR...: Gr.3 a ..r �'.r r,i'c�r>A-$., .r •.q�,. ..;x. �.. ,..�. ,-- _.w.., .y .. .. _ . '. ty.
I
.
4 u v
,
�V,
a � Y ..T.._�r�r�������.,_..-•_..._...- -..-....�.._-.-.�.��_ _� __�.._ -_•;-•--_--____"-vim.--_ �...r....._,.-_ »- -"'"'-._� �-\ F `�_ ' '1 d . 1 f S .. A •,1�
r
Otr
I w• v
r fid.
,
(� �'� �� T 'G1'L��>•l�(,�` i 4'7
LY Y ( D
6464(LI kAIC-004
tr uI --"-- - J/
l �_ � —-- �w� � 11C� �'rP�3C1A• i 'Z��' �!J� f�✓�.jG+Jdr � � �� i _ FDIC> Q
•"�?'C7 INyJt�"�P� ( t t { ! _._. _ - tt t N ` X41 ( '_�ll1 p1t
` ' a U -1
WIL
- G W t i,04 t
f`1I Dv IV{ -_ -� +t® J� .... f r _�. _ ` V V V 1 r, 1,'r •
� '��'� �I�� U,��r��. uJ� T1�tilF�� DEQ. •��• �►�J��: � � ---' � —�r----'-�- 111 vr��:+Tr�F"W�1 ..�.cu � -w� (I �__ _ ti_ �+ �,(,� � ,G�� �, � _..h� ��� � � .ti� ,�� ,� n'�
-30
ZL
Wi�►�:�ri+n7 - -- ti I�GA�T�rt. �`�CGD req � i �---�---a. � � � ���� ,
W�^ P` A) t��•�� C_ o _T _. I( _ I .��, '� _1 •� f y '� �
Aii
U�� ��a w.w•til � _ 2 � P•T, ! �a , � � --- qj of-
E 40
.-__ -- __ _.. � _._ � ._�t�,_- -�.. �.- _. .7 I,U{�l�.►l rr �4t�n�- (G� t�:i!;�YG s.�, � 1_p -'i u ���^J' ( � - � 1 �-A �_�_._� »._ -,.-. �Z`� -"'! - ..__.. � � '� d �
110EK
1
__ _ _ __ ► Lew -
AK
I � Cot-•t' �. r � "'
:Y
4 1 �, - ,�� .� •.:;, �� � �� �` � � fid_ .'� _. � ______._ � -�
-r , •rDt�.�.. -, - --
' �, err. r. rr t !� -�••_ _.� I ff i-", ( � ( ' ' 1 '�t N � ( �t t �� � -� —�� � �1 i, 1 f1 t 1,+' _--t •—_.._._.._ �_�wrF_1—..._.. .. � i.'
c9" �j`Coll Z�� 77 'IC� ��/ �� Y� t ✓'' � ~`� ' p rl
• ! ,.,� ,,•`�11 p ; G�Ltl�ct�► ; Fif
I � � , � may, � .A.
71
'1,' � ��►� F� r '_� Z��` ��' _� ' � Ztt 1 a �'�` -�� -fir "�► � � y ,. ;r ;
�� _ - w
Ile
4 -
1�
as
1 ` / AA
T �
do
1
l
P'
v
x ,r a✓1
I G �
:5C- VILLA -5t-\[DI
�y
,
F,
NA716NAL pR11tI pmr NO 194A 24.36
. ._ �,:.,., �+ ,•, TTI w �-r yx. �+ - .ti �; •x• ai � 'r^, aw,.• a rsrr'xr:- r >;c
ryp M!': •.' l.. .rY. FYf-T' r •'YI ��•. �Yu�A' x ���
�.
.. f.-� .. r: .. .. r;. S '. r . ..� . ,.. .' � :-.. �r,� -,v�r(_+. 1 ■', Y .. _ i.�� T�r�' i'.0 � � •�1�" F ] d��.N <j r�''...
,.. ... . ., - .. . .
. ..., a , . .. .. �• .;.. �.ry.�r� :• :}, Nps
�,.a 4� ..... a S� � � �k� �•.- .'t. k r{`.C7�`•,
t 1 REViSION8'
� .. L 0iA:
�r....r`. ri r w
�- .. =�` »xT�-'.i. »..�.n. ' � !fir-� E1'
fib, ..... -^^-+..�..,...��.... _. .•:�;
ca
i
MANXo
�.
J.
w.r L
1 rf x
. � mow► Ib Il �,
- .a'rr'•�ir•-""^1- �«..r,.......•... +ye��+,+�rr�+ _ � yv w�•• � w-.—.•r-�. ..._.. ��_._._..___' r: -?'G � �
_� .._-...w•..r-..... _r.._..-_. _F.-� t� .. -..-.- .. _.i_ .•----..M- .,.rv...-.. ti. .._i_=i Sr...0-�1�5 /a=..:._-:_":- 1�"�=-LR."'LSuc'- rx•_ltr.�T mf i- • nYS iCli:�1,,.12'J',1F F ..:GL37:..?'.«:1:J'.:-K YL :L,^•r.'Y'•F`w "..^-C.`."•....-_.'-f'1. �?�•'•.Py.+www..~ �.-,-. •.-- "y (,"., v`.
�� �._-T..�._.' �.-r-•.. _.._. �.__._. �. -... �. _.. _.-.-..-�_«�_ __-..-.. .._.- ._.._�...�- _ .-... �_ _ �....� _ ..._«««-._��-.-��.-..- _-_...•�.--ter... .-- _•• —_—....-_•_•_—r'_ h __ _- -_ _ _ _ �..�++,w•'.+�.
L4 I
f,
lyy. � � �- _ ._._.....-.� _mow.-..u. _'^ ....a�-_.-_^ � _��«.._.,�-...•.......... ...._��... �+r•.y.yrw�......,.r••.... .... --_. ...�. _--w._-� � .. - 1.•
4
—L
- - u
•� � ".,' �� __.,`-„-.,-_-��_.'�•'� ....._.-. «--.-..__ �� T .��.'1MTwM Rr•_Ai.i+-_���`r-,li•,..•-.«� -�.� / •� •�1 . /�cA�,-..,, -«.__-..._-. �•, ��• M^ w , A '
wI_ --- e
u1 .. �,
_
Lil _
Al
-41
P ""'mow: ..�... -- -- _..__=•�.� •_•__-=��:• _... .. - �.a-�i--s+-��.i.- y��_... .;:,.rem... _. _ a:_.�_ �-.r.:.,�.::, .._.... .i•-�-;-�7„�-� ��^ i•:” 1
��: i i � I � EONTR�C•'�'OR, Vii:
Ll
�,� � �. �i�Ei4 i y0� •D �o�P 0°,�a - - . � 1 �1;p���,�,�y
�SG
outi N.";
1i
.0 WIM
-F, t
754- S E Y1 LLA 5LV 0 .
Y :4
sM k+
OF F_�f riHE31TF.i; r`'
lNAT1g1VA,"PN/N1PN51. NQ:166A.,9406 6-06
i r1w r at' # @, .. .'6 .•'�. may..WA -0 y,Z Ass.,�*,+:
y� 'F{• ..'+�e��.l• '�..':•41 7'�.yS'.�'. wiry r+'�
r
A r ,
o,
71 1
44
41
7777777
44,
WO
! ' r° rev �,•%.,.JY. �,t ;� V�� .wr► rl tWl�f n..�+M�9, y.�
' 1 j i , _ — _ � �.__._-..�.w�--•�'.. - - - ��� wry •f, •( -� .. ryh 1
ry 1 !
to p.
14� i ! ....... 1 � .ry �' rN 1 ���r. �J' •, '•� Ali n.
te
11 � � �`Y�Y
Ilk
LV
I 1tJ .tiw� ��lljtif
� rr...°r.wr....�u.�.....wrr.....•...,....�........,.«r-..+w_..rnw - — _--.w...... 3�. � ;.., `'F.
e*Ah ..,._....rr........,.......,.._ .............................w.._.e......._ _......... .- - p
j q Sq- SEV I LL VLL\TJ, Rc:�Q►- L—AYc,!LJ Es rp
, y DIS � #1.1a��'��," `,;I,•,a
Hy K, A4*Wsft P*WrPAfif 4G 14AA 24.30 v
�.�.i.�. r�*r'•�r'�nlff"1':�Ir�rJ
A
kjkl
4 l
i
-4-t
®rm
• �, � --•�----} I � �� t � �--�"� fir .. ;.
, I i
AOAI
r _ Y.
liy
AO
"M
G�
lqsl� SEVILIA- - -BLVE)
r• NATIONAL PR/N7RA3T NO 186A W4.3$-,-
.,
`� I�BV1B10
j:• y .•• �. - •. . ', �"" -• - - ,� _ ice'
ow
le
�";� f•+7` - :_ .."k - - t - - ' '.• tom"` � } '' _ Y_ i �},..,..' _��,'•y
y + �• r
� ... - ! �d ter+ _ ^' � 777•� � { .
i
' .. yr A ��, •-� � { +�y�!4 6 s y,+�' '-.ter j7
✓N �•• 1• A�' 'Arkt•�
^^--•e+..,r �r-r• --.. `�." '��^�"" r-r__ _.:v..�.5�."�''""� �=�'-^"'_'"".'sr"" .' TSI�C-'.Z�"C'-�;l�i 'fT•-'S�•'r'"',"^r ^.�^"�" � .. -. - ":"•'x'11►':.�j.�",j+ ,�
Le A6
e ,•, � f d
,. lj 71tiG0 G.t� ,Z ..�� T S 1 l�?g� ���yt•�T 1 Q N - ` �''
r Fry
- 8 -I �b � �, F+�b 8' 18 =•. • �,� :,r
µ�
' A0li° LM
4-1
UT
AO
L rF'
(G l0 STt.0 Lotc�.a
T
_�l�F�.�l�.T t C71�_. C Z Cati.tr• St�r1Gc-a .•�'�,.J�7 �
tr N.
- � � ego 300 3 •
it
- • amu, - -�-•-_._ - - _ - - - � t ���
►• �� r ,,
C Vl LLA BL Y L).
+
-• _ I � �� y - `r _ •1
_ .7F f - ,:•may._'t;� - _ -- ._. _:Y-ti .'� ••r' .: ; �,
r F. Nabcs pvi 19hckor PoCGS;
LL)a
-� _• r r —wa-U'r we I�
.i��-�,�_;, �� �ScL�1dQ�0.�te.0 W�� O" '"' •:�` ... .+g
"- �• csc C .-.IaQLtal�� " Ls���c1-,c_�.t��r�t� c� Sheet �4• � _ � � 3.
4
� .. �. •,� •� — �
�:3. 1 .. �• -�_ or- bu�
..-,r 4-' —'Shy^�.C'f�""-�.+�,kFm�ls���G�.��..—...__ Y•-..�._..—___.__--------- -.._....-.�._.r-..._-t._.—�._-- -- - --- � /�Q r 0 ... ,��� A �••.vr
ItLp
- - -
UA
.. TMEE _pL.. �! - - -- - -
Iry
act
M:
(d
=rnLl
' l
,
3-cam
,
rILI
ANt
5 - {
r-a"
{
Y
a :nL
,V'
x
JL
INS
_� - f •, � ! � CQ�•!�, �r✓�� �•'f �=ice - .�'� ..:�.,c1.,+1,— ���. �r� vAjl �„�'
Lim
vi
` � --�� r► /f1 �t,f� l C4,4l��`-c. _<:� -T TSP Few, �iL x °o•GY ,
I
tk) — -- —
Jj
AA I
j
2�
el' ID � �� �I' Y� I \/ ! Q ' •fir N 1+4 '' hY:•7
,.F-• - _ _ --____----._ ____.__-____ -•__�... ---- --- • -- - - _ __ ._--__ _ _ _ - -. . _----- _. ._ �_�. - -- -- •-- -- -- - ---- ------- -- -•- - ;- - - ._ _ ._ _ - -j-- tri;
t 1 � S E VI LL 5LVD u 14 IDALp- .
7 a' !
-. .. _ -.J 1K � w R r r .. • • ..y � J. ! _ •..r, } � .. .mr h > /I .. � (w. :•.�..
_ . I i' S S. •'1• .4• '.�.- n SIS. '.C• F-' .,.y 7• � 4r''.r f.' .�T•i•�.?�
.. .. ... .'� ,.r' - T ..• ..k - a f• 11A .1 .• . • r r .P, •K- . •,_•.•• ";y""-
Z, "f}•,�' �("'- -Z' •� -•.4�d.:. r rA. y .• Y .. •.:i.. s,.
Y• Vin' .l ! � r
•�F ter- � Y' t _ n JC•. /•
'.$. I• L' i""+- 1, 7' r71: 'i'S':' :..,. �. e•:
. K.
- a -•i•.•' •1 r
Y 9
71
.til' /.i•. _ ��� - -N - �. � � ;)+. ,�,
•"� .. .., Y' ter. , .:-,�• _ fC r- . f{`� ,..f a. .r
c '4
�r=:i 1 �r,++•a'='�'"a 9" -� r - - 7 •- .'r rc•• - .. r� �! 1'. 'ar•. d + ��Y�
R 9' T�{..`� 1' - - !L _ - ..7 - +�-R. !, - 'iZ�'ly�.�..3,.l.1 H �+Jr A�rr .i?°•�A n r
1,ja+', y'�:.y�.�~ '!+' .ii'* ••a .i.. a,.�,F/v'
a 1�yr` �J►,�"`�`�4 _ �a �. •"V �. � I` � .. _ nty�y. •�vf •., rR' 71 _ 'C.•.r+"'7'try.1�•' f'""-�Y
i .., y-S[ r� 4 { � w - • .. - .. - .. - -• ; 1 ��L+i' " �� •t'i-r''3 y �f'r,,�''J �. �'�y`�f.� y �ry � y '
Copdo
oi
-ia •y,`:-:_ - - _ _—�� -.w�. �. �,.... .— 11 f' 'Y'_.T_y— - '�� "- .. x r :�•,. ` .. y 'y7' P.� Y4'�tl .` '. � ,;' !F^"a
411
FL
to
";;a«-! ;,}: - •. r - `r' ,�� •� °4",�_z._ _' t - -"`" � -.��y {��:;thy �` . � �i'.. _� J '_A� .f.r"�'.
,
` � • � �t�-max r' "° � �' �° ______.�___� - __. __ _-_ . ... w. . ._ � of- �� .�• - _ �- ' �� ,K ,- . , .� _h �.•.
—47
• - u i � art: �:r _• , . -. �.-
L_J
i (W-A4 OW4t c t
4 .r"� V�'Le
1 rT i!'��"• I Y r
t,1, L1G1�1F. rtGUO , �e ���e� # tAt ,4.Ts r t :
t y- -type a*A W*tj 7_0
�___r_•�-�-T- T (�r}��. !'�t �TM, E-1►� . 00
73
I rT
( p _, � Q 3' 11 -- `� _o r - ►np �j` yu -cot�
Cup
fdL
ty l v G, cJ' f� l 1 t,-l�rl/t.�Tl[,t-1 r — 5 I �a ► r i j �9' - _
. , . j I � I��p �.y•3 ...r/ TY•t�c az ��t. �l�r� a��,l ` � � 1 '� �t�" ��:� � .+011 � - � M � (��' ��� ti,; .��' -ti I yr, �;
• ` 112 �Yu�A"Ll.. - - ^.� ( ��� � � ~r. i ���, __ �__-,�,__�,__. _ _- ���--�__. �` __ --- - _ �'
� ��i� Telill i '�r"t�/� r``��1��' •-,�_—� �_�� �7 r ( t�—D,U. i � I •.� _ �
�T
ilei
{ i
70t�,t,t r-r 3�at' I " tit d y ��. - o, Lap.
aq�
( Ste Skteb*4 >~o r1 Lo
�A� F I ! -Mi L a ► , ,, .rye,
o Ilk.
qo
TY E . �lS�4LzL. S��G� ICON — y/2 "_�.-._._......y_'_....,f►:7" 11 ! ,� N _last !�_ x _Lp
z "� _...._.� ��_ . - �: - - _ ___ --- ,fit •. � �';K
F ' '
� I f , u -• - ,
wi—
Y
'- � �v �" ` �u G�� � � 't� tJt�b I�rr� `� I �! I � -�.�--- � 'lad -'r� � •-,
� 1
N 1 : 1 r ► 1 ►
8 ° rX '-o 8 J�/ ` 14 ,�•_� p ���" l!Z r��� 'i-tvR� F'j-c,'�
`-- —CAR A G E
WFK
3,010
d — ,�--—r -- - _ ---
r to � !. "' •• .. .. - -- f '_"T--_____-__ _. _-._.__.-_.�� _...,-.—._- •------ --._.v.._. _._�_ _, _—__—.—_-- � - . � .fir- -b .. ��1 >:
.41
45
r-4 ix cp spa
_35
14DIZ T,
Jtl0'�i�/idr11►A3"C+ r!p +eu z�.a�..•. - W
„ ' 1./.X. ,.. j y .r Y .. ;d;.. 'k. +r/:.SAN.r. ym';1^• * (0 V1.1-
w ”, y _ t ter, n 1.,. ,._ — _ ". =}+., - •; _ - - _ - X,K ,J .f. ' �: r rarer. �I
r _
,y
>' �:,� y`'.ii4. •.'' 4A.n,F .Wp `*. GL`}°i r'.. p nye �- '+r•S 3 ~F a
S". Jti -••!!, •t 3+' T' r1.. i.. �
w'r- -
-ti t _r .° - .. . ��-.' - .'�t.i•' r •a,•fte„'• •�
- Rt._ i
,4, yyx w_a� . 4�'•i.`'"Y .:'��`
"",P.•r%W'.r ..y. 'N� ir
-
r
; if. e!- .Y . � ♦ • - . �, - • - .. •�-h i. 4l"- �jq'� •;.. .�
TdiY - s+}j� Jy' r .�.T'yyjrf� '�• p• - •. N .. • �.r�y. . .. _ s
Y T• 1. "•' V! � �•'rt + or : 4 L a+7'"v - . .. j''•. '4 s - •' -. - y, 7 r1 *s
• +'p"A•• ,or ,p��-+.!¢L' .�'� iV� • r'R•rF . - � - - � _ y i."I•,s ' 'r 7F"y'r) - �• ',,�f ¢
•a s #r �' :> "• ' ♦r ... •, 'A Aid- - ,y i _ _ •- .. "H�+,+�`+,y y •' -i+ f's .t !
[ .4, - �...- _ 1r -•r ,:p .. .. '� - )"-'� - - .. - rrc _ - '`+•T7� 1717 if..�'J-• � ,} L,��� ,h' .F:,ti� W �,
•' !' LEGEND FOR WALL FRAMING: `�` - i �a r ^► ;, ;,
r 1. (A) — EXTERIOR WALLS TO BE FRAMED W/ 2X4 OR 2X6 STUDS SPACED ON
_ ..
16" O.C. SHEATHING SHALL BE 7/16" OSB NAILED W/ 8D COMMON ]NAILS
1 it — : ,..- -� .-..r r:'..'• .�
SPACED ON 6"/12". SOLE PLATE SHALL BS ANCHORED TO CONCRE'J 'E W/
"
1/211 DIA.S 8'f LONG A36 J-BOLTS SPACED ON 4 8" O.C.
/ OR -')?'}tD
(B) - INTERIOR WALLS TO BE FRAMED W/2X4 STUDS SPACED Ofq 16" ---_- - j- r
O.C. SHEATHING SHALL BE 1/2"X2 ' X8 ' GYP. BD. ON BOTH
FACES,UNBLOCKED, NAILED W/ #11 GAGE 1 3/4" LONG, 7/16" ]HEAD, I \ "�—()fA -5AeCt#5- t7K ,; '- y
DIAMOND POINT, GALVANIZED, NAILS SPACED ON 4"/8". NAIL SOLE ]PLATE _
I n
TO CONCRETE W/ 10D CONCRETE NAILS SPACED ON 12"O.C. ]PLATE -Post. S� p�� �
Ph
2 . SIMILAR TO (1A) EXCEPT THAT SHEATHING SHALL BE NAILED ON •' ~ ---- - -
41t'/12". ALSO BOLE PLATE SHALL BE ANCHORED TO CONCRETE W/ 1 21'
DIA.X8" LONG A36 J-BOLTS ON 30" O.C.
t - -••— -
3. SAME AS (7.A) EXCEPT THAT SOLE PLATE SHALL BE ANCHORED TO SLAB -- %
W/ 1/2" DIA.X8" LONG A36 J-BOLTS ON 24" O.C. i �
4 . SSE AS (1A) EXCEPT THAT SOLE PLATE SHALL BE ANCHORED TO ` , ; — - - -- f — ( + N I
CONCRETE W/ 1/2" DIA.XS" LONG A36 J-BOLTS ONrV O.C.
5. WALL SHALL BE FRAMED W/ DOUBLE( I.E.- TAO(2) ) 2X4 STUIDS ON
OSB NAILED ON 2" 12". ASCHO I I % i -__.
16" O.C. SHEATHING SHALL BE 7/10'1 / R ,• F. (0 } /
i
SOLE PLATE TO CONCRETE W/ 1/2" DIA.X 8" LONG A36 J-BOLTS OlN 20" r 1 t
✓ �w j I. , , i,i
it
6. INDICATES LOCATIONS WHERE JAMB STUDS SHALL BE ANCHORED AIT TOP t �_ t t ♦} ` 4tL
_ . TOM AS SHOWN ON DETAIL "C" OF SHEET#5 . --.
AND BOT
• " LOCA 70 r OF GARAGE DOOR JAMBS THAT SHALL BE7. INDICATF
ANCHORE AT lom AS SHOWN ON DETAIL "D" OF SHEETjo
1J{ -0-1 Aclko
I w
VY
a '
1 , , -
y +•.� ` -\`� � _ _-`TTS- I ( t •, i:. �~�' "
7<3i
_ I r I •L _ � 1 i
t _ it �� `- -. - ___-'� � -- - __-__.•--- � ^'-----_ _ _. __ __ ,. . t
,tel J� F. w�i 16aim
c
-, .-
• ^- — w. r. f ` /L `Fri/' '-' 1 v Y �` l�f-,
At
-7 12-0 F-C 4>
w ;.yr • - -
,:� _
/ 6354 5EVI L\/-0 ;+
R C] 12 .A3C>lJ DE T IES. _ , .. • 1
i
`r' 'r
9' r`
r s
T Vi !
..�`' 'err n /w §' -1S^�•
Y
t -,
•w. Y• •ti' f•
- r•u
e;
•i_ Y.
/ `' ,'
4
ra
f W: in
Y r
fi
µ
a i I Y
r" r'
AC
•i . -
•S' y •r• x
r •7 '1•-
a t- c' •.
"r •� . atf'
`t 4�,a x..t
i
4
Y A- .••
•fir
t.
441 .��J �. 'r�r• '�.
I
t i
.ate
V•
•t
•• ti i '1
! T C•
e:
f -
•J`
•Y'. 1, . .r �• ,
+ ••aC.. may.
•'i7.Y� ;� , t ! a w •A- .w. - . r t r�. .C •,!: ,
C_ J' •-+r' •ti. !. � �i? pay� `.{�•+�y`� •1
.yy �s �y 5r� •Cont'7 "$ r Y
• • • • . • . . . • i a• �• .6a!•/,7[�~'411 i iZ�_ ,Q s�a-4 ALvf� � rQ.� ,._ � r-
E�,•..rr'�w-•.L.•r`w,r w�•f3 a • f 71,.. .. .! _ ��Y • J /�� /��"'�,!^�[y+�"•+[7 ',.. -�R�
. v , f. F'�.'!' •/ - li�� � �. •/ .PJ•�' P fi/i.• �� •. a Ir+F. MiRQ.�yy�V .l rl�� .•r, 1{. 'al ! - • II . • . ,� .•4tr.
sutilkic 'tv.'mQf 1 'a sfiaYl be hat . galy hizsts : t
' y� A-153�--6 til_ _ _ .; �-'
Velgc.jty. p6* SBC-1993, Edition) . . . . ,• . . . . ♦ .IGO_N (0,ft Comm WALL(rm)
�.. s`, All M%t ga canTwcti4asand fabkloations: std; l- i. oophm • ,� dGd.
3� E' lsaio Load' (Pei, SiIC-•1991 Edition) . . . . . . .. . . . wZ*ne 0 wi�tY>i• AVJ�a�;Vrr a*eC��1c',i%t�i,onan'. raintaiti.ngt..-su�'le.t• taxa= Moot 1.1�)o•LSTA►3trr�.
moisturer snayi�; lex hot clipge4 g;ilVantzescr, t;47 A$T* X-1 53
f » "• r � , Sw► 5tc
Ra.: wee $cheitl 9het7l • beech . a:fd� R T �e�l#. _ Tie
strapp liars:f~r` toy platan r= -
• � .,1�.� -. "� � th+a ini~exrb,. of the Engineer that. this, varle; bir ln� •- ,. '• '.. �. . .- _ - - - -
d or"6da' wi,t i all requirements of the authorit es 7. Solid bl.o ,k
c ' al'1 joists and tafter8 at point of sit apart.
v ju>"isdi-tion over this type of construction and r•
40. t T6P t� Sottw-�
cmcu�ncYw. All Contractors shall do their work in• 8. Grade oft lumber tet be used fcw the - fabricat-ion of stud 7
conformance With all applicable- codes and regulatid", walls maty >w sPr 02 tnstead of SYP 02-.
- c , sow - , +
2'; The' Contractor shall verify all conditigns and 9: Requ•iredt size and spacing of nailing shall; bet• acce=ding: � f
dimensions at the job site prior to cammencinq work. to "fast:ening schedule" shown on this drawiAg: 3 r
Contractor shall supply, locate and build into they work Std , 4 PeY11Yha �{ Mit oaOigAgG ,
all inserts-, anchors, angles, plates, openings, WIN*
sleeves, hangera, slab depressions, and pitches as may FASTEN" DIA1d �� + l S �`«� �U r S •h�e �,
'We'' 3)r",1,1 oY'►,�,r
�OQ11 '
be required 'tv'."attach and accommodate other work. `� 5 L i 11 , �'`t
4. These documents area the property of the. Engineer and
may not be used or reproduced without expressed written Joist W Sand Joliet face nail 18d common 3
consent of the Engineer. Jckd ba Blit or Pinder. tea nail 8d comrnbn 3
Brfdging to Jolt• toe nag each end 8d conwrA* 2
11A -1
5. All details and sections shown on the drawings are (.ed9e1' 16a!common 3 at esxh Joint
intended to be typical and shall be construed to apply 1x6 subffoflr or km to each johd, face! nail 6d ovmrnon 2
Over 1X6 subno0w to sac' n Jo7et, face rum 8d cowrion 3 MAX �CrA►� � r �ol�(aC � � ��7d�,i�Q
to any similar situation elsewhere in the work except
where a diffet'ent detail ie'- shown. 24nch tubfkwr to JoWl or girder, blind and two nail 164 common 2
AYJ �atitrv" , t t44 T. S '
sae plate to Joistt or biockfng, face nhn# 16d oomnrhor, ,6r' d.c- � >7 P
6. Subsurface sail condition information is not available. Top or$ole plateito sbud,end nailed led common 2 x c • »� v woos�+.n�7s'r 1
Stud to note piahee, tom nail Ild common 4 '+ Amar > Jaz'as
Foundations are designed for a• 2500 psf soil bearing Dwbied shift{lase nail 10d comrrhan Zr o.c.
O
capacity. Contractor shall report any differinq DIDUbW top platift face nail 1 O c ornmon 1s" o.c.
conditions to the Designer prior to commencing work. Top plates, lap annd it face nasi - 2-16d or 3-104 common
Continuous headier, two pieces 16d common 18" o.c. along each edge QA81.F END WALL FRAMING
7. It is the Contractor' s sole responsibility to determine Coiling Mats to Owe, be nail 8d common 3 W� LATERAL DIAPHRAGM OR C EIUNG
erection procedure and sequence to insure the safety of Co"nuous her 4w to stud, toe nail ad comhon 3
the building and its component parts during erection. CeiHng Imo,Lagos war pA Mon% face nail - 3.16d or 4-10d common 'sr*
cal to p aaw rafbm, face na11 ad�� 3-10d or 4-10d common!
l4nch brace to eroch stud and plate, face noll 8d common 2 00.-L-5` ,"5 i"p ok
CONSTRUCTION NOTES: 1 X8> fng.vr•lees to each beradru face! nail 5d comn ion 2 T`
Over lx8 Wwwff M to each bearing, face nail ad eommen 3- R d 0 F r!q V S S E5 5 T RA PPI N G TO r0 P S�
&Mt-up corner Muds- lied common 24" o.c.
cok! r ,
Built-'up girders WW beams, of three member 20d common 32" o.c. at top and bottom naa
1. All concrete shall have a minimum of 3000 psi and 2 ends 1' Lf31E5 �� �J�� RANG W� ��5
and at each spiloe.
compressive strength at 28 days. Z-Inch planks 16d common 2 each bearing
l
bed s or u soil Studs to sole pleats. and nail 16d common 2 each end Tit�SS �c,°5i�naGJn 5,tY,"P i>7� �^""�(► �:- �� t la s t:w.,4)
2. Footings shall bear upon undi.stur oil upon plywood and Pautidebosrd Subtlooriny �P-yHarkS
compacted to a density of at 95% of Standard Proctor
! Maximum Dry Density (ASTM D1557) for a depth of at w V 5e• 1110cQ� J�Oa �`li , �rS���'' StvW�
least three feet 3 ' ) below the bottom of the footing. 7�1� Y�Y'N 19 /3 L 8d common or ild annular e" o.c. edges andTie Gl G e1z{,L, 5 or t
( g• 3-7) �3 , H 11,�1 wpP
or spiral thread 12" o.c. intermediate
3. All openings, trenches around or affected by 1", 1 1/8" 10d common or 6"o.c. edges and T5 , HIt r T9 H 3" Model N0. A13E�`
(n'+ sttuv,6?it
Mechanical, electrical equipment shall be verified with 8d annular or spiral threed 6" ac. Intermediate "ZZ(. , T$, MHz-, t4H1
equipment purchased bef ore proceeding with concrete 16W. 1/2" 16 ga galvanized wire staples, 3/15" 4" o.cr edges and 9Y'�•T$A , H 'I z , S 3 D'^Nd'ov,
/'3" b oi}as
work affected. - minimum cn)wn 7" o.c. )intermediate A.t �� " a(tin t`►'c£c
111 , 5/8" 1 5/8" length 2 1/2" o.c. edges and ShZ, Go+nrr�acle ��r�ers t_� (p ,,�•
4. Reinforcing steel shall be ASTM A--615 Grade 6U steel 4" o.c. Intermediate 4.
7o�5
conforming to ACI 301, ACI 315, ACI 318 and CRSI Manual Plywood and p°n'd� �RW A Wad s
! Stmmthing
of Standard Practice, latest editions.
Hat T4I HSI 1{9, hlc USe• Wtudd Nn 1�7, d'S,w.PSv , Stf Sort
t be Eta to s,�-•- t��
5. All continuous vertical and horizontal reinforcing 7/16 or grmter 8d Common 6" ox. edges and G1 � ' �01'i` �`"'?°P'� P etai�, C\r Q ewm s a gncl�rrr c At T
steel in footings shall be lap spliced a minimum of 36 17' ox. ktkwmedlate �'/� �`(e�-� Nd' S P
t bar diameters or 24" , whichever is greater unless witr - 1/2" le ga galvanized wire staples, 3/B" 4" o.c. edges end 5trw�'I��; a� �``�f''" (,� O Q
otherwise noted. min. crown.Length of 1" phA 8"o.c. Int7er•medlatee P TS r
J " p4vood or partkleboard thk*nese �' ,
� 5. The minimum concrete cover for footings shall be 3 19!'32" - 3/4 2" o.c. eters and n
5" o.c. Intermediate �� �� �
inches (min. ) for reinforcement.
1/7' liberboaird atneettninp 1 1/2" gaMantred roofing nail 3" o.c. at edges
Footings (To Main Reinforcement) . . . . . . . . . . . . . . . 3 inches _ 6d �� wall ° r LZ)-7.rIL5 l�+f f 4M
Hardboard Lap Siding, Over t Od Corrosion 1 a Inch O.C. at top 5 H1 r H51 H3 0 se- "OM �a. LI-TA 3 o, S►r`^�Su + A ri�1�o r 5 Port S b�i
Slab on Grade. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Centered Sheathing resistant wiLn land bottom edges 5 t\ t 1►e a eFu�. 5``PP°,t urap kU S
minimum shank s WAAd "0! HD5, "5wi+ tcm x part:
7 . Horizontal beam and footing bars shall be bent 1 ' -0" diameter of 0.099 Inch . Stra� ' (off• tfKfi � c.�-r� �8
" end minimum heed 51;rv� T��- ci.t� s ' o�f i
s with 2 -0 la shall be S�,Port.,,� 5 ��� 11 ~pP
around corners or corner bar i p
diemeesr of 0.2+ta Inch wry, a" S4,4 x:�a •�,
provided. ,
Hardboard Panel Siding, Direct 6d corrosion resistant 6 Inch o.c. at edges
a . Contractor shall provide spacers, chairs, bolsters, to Studs with minimum shank and 12 inti o.c. at
�� �S above
etc. 'necessary to support reinforcing steel. Support diameter of 0.092 InchInterrnedlate supports Ht, H�•�TS �ET/►ll q LANAI POST �TitnpJ�NG flT ToP
items which bear on exposed concrete surfaces shall endminlmumheed , T`I/� V$e mp�Q NO. LSTA29,��S��lcr�•\ �
have ends which are plastic tipped or stainless steel. diameter of 0225 Inch TA .-r7_ i hllz6 r Stu "T'e r L NTS
suloPur t
Hardboard Parcel Siding, Over ed cgrr•oeion resistant 6lnch o.c. at edges Qj mv-,cQ Nd- MT•s IU at (eunaini�
} 9. All reinforcing details shall conform to Manual of Sheathing with minimum shank and 12 inch o.c. at Svc �rCh. �Jra s
Standard Practice for detailing reinforced concrete diameter of O.D92Irwh Intermediate supports `pP
structures ACI 315 latest edition, unless detailed and minimum head AYo tY�sl '"t'' s t .ls
otherwise on the structural Drawings. diameter of 0.225 Inch �. p
25/32" Flberbaard Sheathing 1 3/4" galvanized roofing nail 3" o.c. at edges GAL ( 2• at- GD [2 I ) U S e w N 0• M T S I b o,-S+'V- iv--% �, far s LP po f t, s t"),
10 . All concrete work shall be in accordance with "the 8d common nail 6" O.C. at other bearings _ -
building code requirements for concrete" ACI 318 latest 1/2•' Gypsum SheatMng 11 ga 1 f/2•• Gatvanixed 4" o.c. at edges �� sten^-a 1►c at ea.r�-. SL Ir Port.�.1I"- '�� �.c�Y`r"JJ t"`oo�Q �a'�
7/16" heed 8" o.c. at Other bearings Stn oto yr S►w Svc Stru��I,e kcQ cr)-yEt r+«ew ■+�*t
edition, and "specifications for structural concrete g '� �155 els \.•,� rc9 P �p � '� Tvr
for buildings" ACI 301 . 6/8" Gypsum Sheathing 11 ga 1 3/4" Gaivanized 4" o.c. at edges Sts �Ur;�l S \.d( S + Y �A ar i
7/16" head e" o.c. at other bearings
L.1k•de am,a.or �u1,t � • rr&ATM'b
qnWs, ),otkd 4Vvnfrwist_ 0vh 5�et'� S1�o,il bt dr;acj (; �,, slA6
l�AsONRY
%LayA sju rlu4 at ICASt (9'-4 Sum
Tri srr4L
1 . Concrete masonry units shay_ be ASTM C90-75, hollow FRAMING SCZEDULE FOR OPENINGS* SHALLBE AS FOLLOWS FOR ALL LOAD _
load-Bearing Concrete Masonry Units, Type 1, Grade N-1, 5f37ajNG W)= (MCEPT AS O �S
normal weight, with a minimum compressive strength of
2000_. psi ( f 'm-1350 psi) .
2. Mortar shall conform to ASTM C270 and be of type M or OPENING WIDTH, ~w", FSE'T
S.
3 . Horizontal masonry joints reinforcement shall be L W /-. 10' 10'�.W G 12 '
galvanized truss-typeW 3' 3 ' L,. W 6' 6'with 6" lap at all splices and -- — Z•
placed at every other block course, maximum 16" o. c. .
LINTE� 3--•a X 6's 3 - 2 J1 8 's 3 2 X 1D's 3 - Z X 1219 _ C)P ; kti ! w'�Qe, V re _pest's• • a Q
l�Q vl.••Q NV . LSTA1z"5►++•Jolw+ s ri a\I T,c"
WOO FB C JAWSJK usR t't+rcL ( 5 ) SDTUQSD OF THE SAME SIZE AS THESE OF THE Q�?esnl i G� to /2Wtle. Vee rr�oclaY 9etc\l L, 13 , LANAI P'S�fa ir\� �T 50 n-
1 . All• wood-- _t raming shall be fabr '•WALL BEING CONSIDERED
and installed per ��• LST /S, h�,r�pSw, Strd Ts ( Na T. S)
RITC and TPI and National Design► Specifications for v ;
*THESCHEDULE APPLIES TO OPENINGS IN WOOD STUD WALLS ONLY •' �r n� ,
r TUJ0 4tteS WIEI, 4 Yz."P vial FiUe r M Be- vreJ I1Pf.5tr,, CA �Gta.i■K r Huyla
Wood Construction. r S�f�p
2. All structural wood members shall have the following
er Lail r
minimum design values:
- , l}D ��h /v. T S
Sawn Lumber (SYP /2) Lam. Veneer Lumber i!• * - - ba.��Uh udslA y> ' --rnp -res- 7,0 Salt PL.t.ft-
�L
1, 500 psi Fb 2 , 900 psi. Soh__5 t kjs s L� _d l e 5 ts� `'ed" t j C2( &kLPtU`
i ..#�Fes•_ -..:,� Pr f` -��T
1Kv q0 psi Fv 285 psi SW-& Oh de-tai.L_ 4'
"E !, O S�'Cdt
Fcl �. ,_, 270 psi Fcl ><. 880 psi 1tEC�NDB•D STOD SIZES AMD SPACING
�hO
Misc_•u ((erleou5 l etas' LS
FG 1, 100 psi Fc 2, 900 psi
1r 1, 500', 000 psi 'E --2, 000, 000 psi WALL P'LJ14TE HEIGW STUD SIZE SPACING n•
3 . VRoof - &- wall sheathing shall be 7/16" oriental Strand ,
,
- arm rated as showthe n on - ZXq �� Q
Boards (OSB) or better, s P - Low:5 Ga6fieL,P,E
drawings
4 . All wood members- exposed to reather or in contact with
) �QtC
mason , concrete or soil shall be pressure-treated. [ �� J c EV r LL F5 LV_D f
5hee t No:. 5
p = ,fin ;,y�� ..�.�.} 17!<,. - _ _ __ 'r+r^ ..t Y . .. ,•meq . . .- �::-y"+'?s�.S��•"��� ��R��'''�� I•I.�. � �. e �r`� S�."'. I. '7-F����
t a 1 4 it f'w �Rx•, _ ". a tXf�$y ' . S^ . I
r I
l+ r[ -l�••!i. / - � ty.. � r. .'� fie;: �,
to
�`ey� r! Y aE• �� S' ti • 7 _r tri !
T.
tj 1
Y« ' • � � 1 � .._.• _..— _ — 111 _ _ - '•�
iU-
el • w
Iv
046
�� � ' -- L---- � � ( ~fir � �[:�!-� %.' `� + � �.�• r.
• int. � r��1 1 \ { / /J1 :' e� ' .'.
^� \4 Or
r 1 I
14
FL
! �1
_.di'4_4LL
- r
19 'W SE
N "
&:r ti
1F j �- • yT '\�' V� 'M Mr' .. .1111