Francis Avenue 1928, 1930 HABITAT FOR HUMANITY
OF THE JACKSONVII. LE BEACHES
1671 FRANCIS AVENUE
ATLANTIC BEACH , FL 32233
HABITAT FOR
- 1222
(904) 241
HUMANITY OF
-4310
FAX: (904) 241 THE
...... ................................ .......... ......
JACKSONVILLE
2 STORY, 4 BEDROOM DUPLEX BEACHES
BUILDING CODE SUMMARY 1671 FRANCIS AVENUE
ATLANTIC BEACH, FL
1928 = 1930 FRANCIS AVENUE 32233
CODE ENFORCEMENT JURISDICTION : DUVAL COUNTY (904) 241-1222
ATLANTIC BEACH, FLORIDA 32233 FAX: (904) 241-4310
ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS DU lj��IAL ��COUNI
OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM
BUILDING HEIGHT OF THIRTY FIVE FEET (35 1.011). x [-A I ED
ZONING CLASSIFICATION : RG-2
WIND ZONE: 120 MPH (WIND-BORNE DEBRIS)
s INDEX, GEN . NOTES
FLORIDA BUILDING CODE - RESIDENTIAL: 2004 . EDITION A2111111111111111111� FOUND ION PLAN 2 TO
FLORIDA BUILDING CODE - PLUMBING: 20014 EDITION
FLORIDA BUILDING CODE - MECHANICAL: 2004 EDITION 4 E
FLORIDA BUILDING CODE - FUEL GAS - 2004 EDITION UPLEX
NATIONAL ELECTRICAL CODE: 2004 EDITION
FLORIDA FIRE PREVENTION CODE: 2004 EDITION
OCCUPANCY CLASSIFICATION : RESIDENTIAL
1928 - 1930 FRANCIS AVENU
CONSTRUCTION TYPE: TYPE V-B WOOD FRAME Aoi! 8 BEACH
SPRINKLED: NO 32233
FIRE DISTRICT: NO A9� WALL SECTION AND DEllmAILS DUVAL COUNTY
BUILDING HEIGHT- A9 . 1IIIIIIIIIIIIIIIIIIi STAIR SECTION AND DE",TAILS
APPROXIMATE HEIGHT AFG: 23'-3" AlOIIIIIIIIIIIIIIIIII� FIRST FLOOR ELECTRICAL PLAN REV: 08/18/2006
MEAN ROOF HEIGHT: 201-91' All � OND FLOOR ELECTIRICAL PLAN
BUILDING AREA TYPICAL OF TWO - TITLE SHEET,
FIRST FLOOR A/C: 712 SQ FT. INDEX OF
SECOND FLOOR A/C: 637 SQ FT.
20 XHHW AL DRAWINGS ,
TOTAL A/C: 1 ,349 SQ FT.
GENERAL
Cffy. OF
�T)jr4G OVrF'C
GARAGE: N/A
NOTES
LANAI : N/A
-ago-
ENTRY: 57. 150 AMP PANEL
STORAGE: 28 SQ FT.
L I
DATE: 06/12/2006
TOTAL UNDER ROOF: 1 ,437 SQ FT. ELECTRICAL METER DRAWN BY: PLO
A D 150 AMP BREAKER
LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING 3 CONDUIT, RUN TO POLE
-"'ERVICE RISER
ELEC"TRICAL
COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2001 704.4 1
EXTERIOR WALL
N.T.S.
COPY
LEGEND HABITAT FOR
4 INDICATES A STEP—DOWN OR RECESS IN A B c HUMANITY OF
nw� CONCRETE SLAB W/ MINIMUM DISTANCE
DENOTED 2 STORY MODEL ENTRY LEFT 2 STORY MODEL ENTRY RIGHT THE
0
INDICATES SLOPED CONCRETE SLAB @ 50 I -oll
SLOPE 1/8" PER FOOT (MIN) 0* JACKSONVILLE
JqJ* 25 0—o" 7e 25 I—o" e- BEACHES
I of I it
lo'_10" 4 I—oll 2 -42' 3 I_01$ 3'_O 2 —42 4 I—oll 109—lool 1671 FRANCIS AVENUE
X* JX X*
ATLANTIC BEACH, FL
32233
IMP MIN uj —0$-4
F- --I a- 2 F- MIN
� 1 H 1 (904) 241-1222
0 00
SLAB NOTES 1-i w mo
HB C-fj) U),I HB
FAX: (904) 241-4310
00.1% CO I I
1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED
MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN
THIS LOADING.
2. 4" 2,500 PSI CONCRETE SLAB W/ 6x6 10/10 WWM
OR 4" 2,500 PSI FIBERMESH CONCRETE SLAB OVER 6
ML. POLYETHELENE VAPOR BARRIER OVER CLEAN,
0
COMPACTED, TERMITE TREATED SOIL. (TYPICAL)
3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING
PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND
PROVIDE THICKENED SLAB @ ALL LOCATIONS.
4. THE HEIGHT OF ALL STEP—DOWNS SHOWN ON
DRAWINGS ARE MINIMUMS AND MAY VARY AT
BUILDER'S OPTIONS AS REQUIRED BY SITE 3 0 to 3 I—oll
CONDITIONS. JX J*
2 STORY
5. 0 0
VERIFY LOCATION OF ALL PIPING AND CONDUITS %
REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL moo I—oll 00
PLUMBING FIXTURE LOCATIONS) —0 —oi
0 ISLOPE SLOPE1 r-11N mo
4" 1 499 1 .1 1 4 BED
721 mN
71471
%
—0 —4 13
m1p MIN —0'-4 DUPLEX
I Vp MIN
NOTE :
ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO _101
ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY
0 '0
INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS 1928 - 1930 FRANCIS AVE.
ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT.
ATLANTIC BEACH, FL
32233
1% DUVAL COUNTY
01
09-41' 01 -1 1 —09-49' 0
0 1 1 1 1 1
M IN MIN
__T
—IN
B B Ir-
SLIDING GLASS DOOR lisp 14 —2 is 10 10 oo 10$—lot$ 141-291
TRACK W/ CONTINUOUS 2 "Alp 2
CAULK BED 3 1/2 SLOPE CONCRETE $-of$ $-oil REV: 08/18/2006
to 25 25
@ 1/8 PER FOOT
(MAXIMUM) 50 9-1199
2
FOUNDATION
CL
SEPARATION WALL PLAN
0. , r
THRESHOLD DETAIL FOUNDATION PLAN
1 1 /4 V - 0 -1 /4 1 ) _ 0 DATE: 06/12/2006
DRAWN BY: PLO
HABITAT FOR
HUMANITY OF
A B c THE
2 STORY MODEL — ENTRY LEFT 2 STORY MODEL ENTRY RIGHT
.1.0 Joe JACKSONVILLE
ABBREVIATIONS 2 5'—0 to 25'-0" BEACHES
0 -
ABV ABOVE .0
AC AIR CONDITIONER 10 6 14 -4 14 —4 10'-6 1671 FRANCIS AVENUE
AFF ABOVE FINISHED FLOOR to
AHU AIR HANDLER UNIT I Alto 1 Zj \11 ATLANTIC BEACH, FL
CABS CABINETS 10 11'-112 11 -11191 109—42 so to
CLN G CEILING 21-611 2 J# 21-6 32233
COL COLUMN
DR DOOR (904) 241-1222
DW DISHWASHER A/C A/C � FAX: (904) 241-4310
FLR FLOOR A 00 COMP r3 co
FP FIREPLACE HB co COMP (0 H13
EGRESS WINDOW 0 0 EGRESS WINDOW
GLS GLASS L i �0
3052 SH 3052 SH
HB HOSE BIB
MC MEDICINE CABINET 10
MIR MIRROR STORAGE STORAGE
MTL METAL 00
OHC OVERHEAD CABS 8' ICLNG WH WH 8 CLNG 00
OPNG OPENING
OPT OPTIONAL BE
R&S CLOTHES ROD and SHELF BEE) #2
REF REFRIGERATOR 0 8' CLNG —IN —104 8' ('a'L N G 0
SD SMOKE DETECTOR ELEC -1 r- I r-
I I upi UP f ELEC
SGID SLIDING GLASS DOOR PANELJ
I I PANEL
SH (2) SHELVES (QUANITY) �A-9.2
0 3 5 6 17 8 19 1 9 . 8 7 6 51 _A 21 1
VOL VOLUME % 0
vy WAI I 2x6 Al I
WC WATER CLOSET MIRROR MIRR07—
WD WOOD "Ln F 10
T– mo
WH WATER HEATER _PC ci Ri 0 C) I I-
C 00� 0
3068 1p 1 3068
-j BAT :3
H #2 ij R BAT
p __j
5068 Q0 >- I >- 5068
00 z EA-U 00 m — 2 STORY
V) (0 5 8 CLNG 8 CLNG z
0 > 0 R&S
1 3068 3068 rn
N N N
TYPICAL OF TWO % -
4-17D—� 4170—i- % '0
op G--� % % OTMU % I
co I-1111 I v to 1— 5-1101 00 4 BED
N 8 10 —71" 10'—71 8 1 ,, 3068
7 3068 2 2 -8 31-501 2 2 3 5 2 2
AREAS- 0 V. .0 JOL - 0
r3068 0 3068
:> K3 0'68
3068
1st LEVEL LIVING: 614 SQ. FT. C-4
I n DUPLEX
2nd LEVEL LIVING: 602 SQ. FT. DINING -IN Z /1
0)
8' CLNG I
TOTAL LIVING: 1216 SQ. FT. A-9 -
00 00 DINING
26 SQ. FT. -KN —IN
r- 2 —O� 2 O� 8' CLNG
TOTAL UNDER ROOF: 1242 SQ. FT. G R EAT R M J*I I.# G R EAT R M
N -d-
8' CLNG 8' CLNG
% 1928 - 1930 FRANCIS AVE.
VINYL <,00 oo -1 VINYL
(0 V) V)
0 le� . 1%
VI NYL VI NYL
L N ATLANTIC BEACH, FL
0 to
'gN 0 puj 0 0 0 -IN
0 :z 0 0 32233
Lo 00 z ILL LL- Ld 0 30 1 Lr)
I
(.0 Ld LLJ G 7- z -
BLOCKING NOTES- '-q- 0 10 bix 3: Of rkf z d 110 0 DUVAL COUNTY
to -
(2) 3052 SH (2) 3052 SH
Fj� INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR 51 ro F KITCHEN KITCHENO":f' 3.- sl I
INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED AT ::p I� i p —4 1 1% 1% %
EGRESS WINDOWS 0 EGRESS WINDOWS
io 8' CLNG
36" (CENTERED) ABOVE FINISHED FLOOR. 8' CLNG A
PORCH 0 1 0 0 PORCH
-4 8' CLNG 8' CLNG MI
1�6n o E I
11----- ----------BEAM------------ OHC E. OHC ----------------BEAM-----------------
1% r LF —————————————---————————————————--- ——— -4 --------------------------------------
3030 SH 4jj 3030 !!:Id \-4X4 PT
4X4 PT--/ r3
STAIR NOTES- POST 9 POST REV: 08/18/2006
1. (15) EQ RISERS 0 7 9/16" 5 —5 6 1-909 L2 1—0$4 6'-3" 4 9—5 So 4'-5" 6 9—3 to 2 0 to 6 0-99$ 51-591
(13) EQ RISERS 0 9 1 2" W/ 1- NOSING J# # e
1 10
NOTE: TOTAL TREAD DEPTH = 10 1/2" MIN 14'-21' 100-811 10 1—8 to 140-211
2. TREADS MADE OF 202 GLUED & NAILED (TRIMMED AS to
REQUIRED) 2 2 L$l FIRST FLOOR
-Lj
3. RISERS MADE OF 1x8 GLUED & NAILED (TRIMMED AS 25 P-011 25 0—0 11
REQUIRED) 0*
PLAN
4. LANDINGS MADE OF 2x8 0 16" OC. DECK W/ 3/4"
T&C PLYWOOD GLUED & NAILED 2
5. CARRIERS ARE 2x12 EQUALLY SPACED (TYP) CL \'.�5
6. TOP OF RAILING TO BE INSTALLED 0 33" — 36" ABOVE SEPARATION WALL
FINISHED FLOOR / TREADS.
FIRST FLOOR PLAN DATE: 06/12/2006
DRAWN BY: PLO
/ 4 1 ' - 0 "
HABITAT FOR
HUMANITY OF
c 2 B c
2 STORY MODEL ENTRY LEFT 1(A-6 2 STORY MODEL ENTRY RIGHT (D THE
J*
ABBREVIATIONS 10 JACKSONVILLE
ABV ABOVE 25 J-011 JOL 25 I-oll 4#& BEACHES
AC AIR CONDITIONER 2 2
AFF ABOVE FINISHED FLOOR 0 of 1 4P-4ps 101-611 1671 FRANCIS AVENUE
AHU AIR HANDLER UNIT 109-611 14 -4
CABS CABINETS 10 J* ATLANTIC BEACH, FL
COL COLUMN 12)-Opp 101-4" 2'-611
CLING CEILING 2 1-620 1 00-4p3 12 1—0 to 32233
DR DOOR J.
DW DISHWASHER (904) 241-1222
FLR FLOOR —9 A
FP FIREPLACE EGRESS, WINDOW EGRESS WINDOW 11Z EGRESS4WINDO1 EGRESS IWINDOW FAX: (904) 241-4310
GLS GLASS
3052 SH 0 305 3052 SH
HB HOSE BIB 305 S 1H §IH
Mc MEDICINE CABINET
MIR MIRROR 15 1 13 12 1110 lDll 12131415
MTL METAL 00 DN6 IDN 00
OHC OVERHEAD CABS -I -
OPNG OPENING
OPT OPTIONAL
R&S CLOTHES ROD and SHELF
REF REFRIGERATOR MASTER BED 42"H 4211H MASTER BED
SD 7111'q HALF HALF -IN
SMOKE DETECTOR I WALL WALL
SGD SLIDING GLASS DOOR 8' CLNG 8' CLNG
W/ CAP W/ CAP
SH (2) SHELVES (QUANITY) � 4 15 16 7 1 9 8 6 51 4 /
VOL VOLUME
wC WATER CLOSET Yx -WALL Yxb ALL
WD WOOD 6'-10 3 9-813 HUR H 3 1-899 6 0_10$0
WH WATER HEATER iol mc Mc
C) C)
00 q-
0
V) m U)
c) (1) PZ PZ
13AT BAT C) V)
I Ld z
00 c) 00 0 00
(0 z 8' CLNG 8' CLNG >
I < Q
00 < > 00
3068 1 '3068 0 6 8, < 306B 2 STORY
TYPICAL OF TWO N a Uri N
0 -A
5068 5068
00 co COW
Lu 'co
i
IT w N 4 BED
ft'to _r IN
AREAS UJILD (0
-2 DRY �A 7SH v) I FWASI DRY
>04 1 : :;d
:3 - -I- _/0%% I +i t ir--e%
__j 11 1 =1 .4 0
lst LEVEL LIVING: 614 SQ. FT. R&S 2x6 2 8 2668 2x6 R&S
2nd LEVEL LIVING: 602 SQ. FT.
1-8
3068 3 3068 $-loll 0_1 1,� 3068 3'-81 30 8
TOTAL LIVING: 1216 SQ. FT. 5 41-15" 4 6 5 0 2 2
J# �Lli ## - _ I- 'IN
MC
_j
z 00
5; (0
130768 306B
(3:6 8 rcNo
Cob
coct
el:W��_
MTT� 31 "111� DUPLEX
0
(0 11 .4 1 0)
26 SQ. FT.
TOTAL UNDER ROOF: 1242 SQ. FT.
2668 A-9 2668
5)S
Z
BED (3)SH) (3)SH BED #3
0 C-4 BED #4 BED 4 C-4 8' CLNG
8' CLNG 2 1928 - 1930 FRANCIS AVE.
I
8' CLNG 8' CLNG
cn _N� cn ATLANTIC BEACH, FL
r3
BLOCKING NOTES- �L28 6 8 1 \11�_9 1 A 1 10,% 0� 1 2868 32233
Z==Z=Zi I \J� I IL 11 11 DUVAL COUNTY
Fi-1 INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR
INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED AT 305 SH 305 SH 305 SH 305 SH
36" (CENTERED) ABOVE FINISHED FLOOR. EGRESS WINDOW EGRESS WINDOW EGRESS INDOW EGRESS WINDOW
it I I I
5'-5 A 15 -o" A 4 -5 4 -5 A 15 -Opp 5 -5
IV
2" 2"
SHED 3 P-8110 101-7111 - 1 ol-71 to 3 1-8191 10'-6 SHED
ROOF 10 -6 2 2 ROOF
01 01 e- e—
STAIR NOTES- BELOW Iq BELOW
1. (15) EQ RISERS @ 7 9/16- 25'-0 253-013
(13) EQ RISERS 0 9 1/2" W/ 1- NOSING REV: 08/18/2006
NOTE: TOTAL TREAD DEPTH = 10 1/2" MIN Al
2. TREADS MADE OF 2x12 CLUED & NAILED (TRIMMED AS 2
REQUIRED) A-5
3. RISERS MADE OF 1X8 GLUED & NAILED (TRIMMED AS CL
REQUIRED) SEPARATION WALL SECOND
4. LANDINGS MADE OF 2X8 0 16N OC. DECK W1 3/4"
T&G PLYWOOD GLUED & NAILED FLOOR PLAN
5. CARRIERS ARE 2x12 EQUALLY SPACED (TYP)
6. TOP OF RAILING TO BE INSTALLED 0 33" — 36" ABOVE
FINISHED FLOOR / TREADS.
SECOND FLOOR PLAN
DATE: 06/12/2006
/4 V - 01 " DRAWN BY: PLO
12
4 30 YEAR ARCHITECTURAL SHINGLES
ROOF TRUSS BEARING Ah 171-79' HABITAT FOR
2ND FLR
HUMANITY OF
---VINYL SIDING THE
JACKSONVILLE
12 BEACHES
FINISHED SECOND FLOOR 9'-5 1/2
2ND FLR
f 5 FLOOR TRUSS BEARING 8'-1 1/8" 1671 FRANCIS AVENUE
1 ST FLR ATLANTIC BEACH, FL
32233
(904) 241-1222
FAX: (904) 241-4310
FINISHED FIRST FLOOR 0 I-oll
W-) 1 ST FLR
RIGHT SIDE ELEVATION
4 V - 0 ))
A B CC 2 STORY,
2 STORY MODEL T 2 STORY MODEL p 4 BED
ENTRY LEFT 3 SEPARATION WALL ENTRY RIGHT
DUPLEX
30 YEAR ARCHITECTURAL SHINGLES
12
7 12 7 1928 - 1930 FRANCIS AVE.
ATLANTIC BEACH, FL
ROOF TRUSS E3EARINGAh 17'-7" 32233
2ND FLR
DUVAL COUNTY
VINYL SIDING --VINYL SIDING
FINISHED SECOND FLOOR 9'-5 1/2'p
30 YEAR ARCHITECTURAL SHINGLES 2ND FLR
/810 REV: 08/18/2006
FLOOR TRUSS BEARING 8'-1 1
1ST FLR
M FE 71
FRONT AND
VINYL SIDING --VINYL SIDING
RIGHT SIDE
ELEVATIONS
FINISHED FIRST FLOOR 0
1ST FLR
FRONT ELEVATION
1 /4 1 ' _ o " DATE: 06/12/2006
DRAWN BY: PLO
12
30 YEAR ARCHITECTURAL SHINGLES 4
17'-7" A-\ ROOF TRUSS BEARING HABITAT FOR
2ND FLR AF HUMANITY OF
THE
VINYL SIDING--- JACKSONVILLE
12 BEACHES
gp-5 1/291 FINISHED SECOND FLOOR- 4
2ND FLR 1671 FRANCIS AVENUE
8'-1 1/891 FLOOR TRUSS BEARING -
1 ST FLR ATLANTIC BEACH, FL
32233
(904) 241-1222
FAX: (904) 241-4310
op-0" FINISHED FIRST FLOOR
1 ST FLR
LEFT SIDE ELEVAT ON
1 /4 1 ' - o " 2 STORY,
A B c
0 1-1-D 4 BED
2 STORY MODEL 2 STORY MODEL
ENTRY RIGHT Ji SEPARATION WALL ENTRY LEFT ---.e- DUPLEX
12 12
30 YEAR ARCHITECTURAL SHINGLES -----_, 7 7 1928 - 1930 FRANCIS AVE.
7
ATLANTIC BEACH, FL
ROOF TRUSS BEARING /� 171-711 32233
_7 2ND FLR
DUVAL COUNTY
VINYL SIDING VINYL SIDING
FINISHED SECOND FLOOR 9 -5 1/2"
2ND FLR REV: 08/18/2006
FLOOR TRUSS BEARING 8 1-1 1/811
1ST FLR
M F00 m Fol
REAR AND
T-
VINYL SIDING -VINYL SIDING LEFT SIDE
ELEVATIONS
01-092
FINISHED FIRST FLOOR
1 ST FLR
ro REAR ELEVATION
2 DATE: 06/12/2006
1 /4 1 ' - o " DRAWN BY: PLO
HABITAT FOR
HUMANITY OF
THE
JACKSONVILLE
c B c BEACHES
A-6
2 STORY MODEL El`�TRY LEFT 2 STORY MODEL ENTRY RIGHT 1671 FRANCIS AVENUE
J*
ATLANTIC BEACH, FL
32233
(904) 241-1222
717— FAX: (904) 241-4310
ABBREVIATIONS
Ll
ABV ABOVE
AC AIR CONDITIONER
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLER UNIT
CABS CABINETS
CLNG CEILING
COL COLUMN A A
DR DOOR 4)—of$ MIN. 4'-0" MIN.
DW DISHWASHER
FLR FLOOR
FP FIREPLACE
GLS GLASS 7211 OFF 72" OFF
H B HOSE BIB RIDGE VENT RIDGE VENT
mc MEDICINE CABINET LL- Z I I /A\ Z
L LL Li I I ?�' N- I Lj 2 STORY
MIR MIRROR >M I R 9 0 >
0 F---L
MTL METAL 2 ui 000,
OHC OVERHEAD CABS 00 0 00 (D
OPNG OPENING 4- 0 -4- 0
< loly/ of
OPT OPTIONAL 4 BED
R&S CLOTHES ROD and SHELF
REF REFRIGERATOR
SD SMOKE DETECTOR
SGID SLIDING GLASS DOOR A-5
SH (2) SHELVES (QUANITY)
VOL VOLUME PITCH NO PENETRATIONS PITCH
Wc WATER CLOSET WITHIN 49-0$1 OF
WD WOOD 2 HOUR FIREWAL
WH WATER HEATER C)
DUPLEX
1928 - 1930 FRANCIS AVE.
Lu Ld ATLANTIC BEACH, FL
0 CD
Of Of 32233
LJ ------
%
DUVAL COUNTY
SHED
11-411 a- ROOF
TYP) BELOW
CL
SEPARATION WALL REV: 08/18/2006 Al
ROOF PLAN
ILIROOF PLAN
/4 1 ' - o " DATE: 06/12/2006
DRAWN BY: PLO
WALL SHEATHING
(7/16" OSB)
DRIP EDGE ON ROOF DECK VINYL LAP SIDING
TOP OF OVER TYVEK
UNDE,RLAYMENT HOMEWRAP HABITAT FOR
I@ RAKE
2 MIN OVERLAP ...
............... ...
@ SIDE
HUMANITY OF
36" WIDE UNDERLAYMENT
............... ..........
.................
...................
INSTALLED W/O WRINKLES.
....... ... METAL FLASHING NAILED
USE ONLY ENOUGH NAILS THE
TO HOLD IN PLACE UNTIL TO ROOF DECK
................. .
................... ..
COVERED BY SHINGLES. PLACE SHINGLES
X.:
CLOSE TOGETHER BUT JACKSONVILLE
DO NOT CROWD
CAP SHINGLE INSTALLED
Ln W/ ROOF CEMENT. DO BEACHES
#0
NOT NAIL.
1671 FRANCIS AVENUE
SHINGLES ATLANTIC BEACH, FL
NON—CORRODING
PLAC,E SHINGLES
METAL DRIP ....... 32233
0-0 3/8... OVER EAVE
EDGE ...
(904) 241-1222
& RAKEEDGES ROOF CEMENT
4" MIN OVERLAP FAX: (904) 241-4310
@ END
NON—CORRODING @ RAKES, CEMENT SHINGLE' TO
METAL EAVE DRIP UNDERLAYMENT & TO EACH OTHER IN A 4
UNDERLAYMENT WIDTH OF ASPHALT PLASTIC,' ROOF CEMENT
ON TOP OF DRIP
EDGE @ EAVES
UNDERLAYMENT DETAIL FIRST COURSE DETAIL WALL LASHING DETAIL
1 /2 1 0 4:12 or GREATER SLOPE 1 /2 1 , 0 3 1 , 0
2 STORY
4 BED
DUPLEX
R 30 BATT INSULATION
i E;
12 ,,,—FIBERGLASS SHINGLE
4 ROOFING OVER 15# FELT
1__�INSULATION BAFFLE BETWEEN 1928 - 1930 FRANCIS AVE.
PLACE SHINGLES EACH TRUSS
3/8" OVER EAVE _"___,.--HURRICANF:- CLIP 0 EACH TRUSS. ATLANTIC BEACH, FL
& RAKE EDGES (SEE STRUCTURAL DRAWINGS) 32233
@ RAKES, CEMENT SHINGLE TO (2) 2x PLATE #2 SYP
IUNDERLAYMENT & TO EACH ALUM DRIP EDGE OVER FASCIA
DUVAL COUNTY
OTHER IN A 4" WIDTH OF
ASPHALT PLASTIC ROOF CEMENT 11 1/2 t� 12 1/2 ie- 1 111 1/2 t 12 1/2 1/291 TYPE 39CIP
to GYP BRD @ CLG
NONCORRODING i" t 1/2" 1 to V2"
METAL EAVE DRIP 1/2" GYP BIRD
FULLY VENTED
R-13 BATT INSUL--,,,,.,, VINYL SOFFIT
REV: 08/18/2006
VINYL LAP SIDING
FROM END OF TRIM TABS FROM OVER TYVEK
TRIM 6"-7
1 ST SHINGLE STARTER COURSE HOMEWRAP
SHINGLES
ROOF DETAILS
STARTER STRIP DETA L STARTER STRIP DETAIL SOFFIT DETAIL
1 /2 1) 1 , 0 " 4 1 /2 1 , - 0 6 1 21 1 I - C)
DATE: 06/12/2006
DRAWN BY: PLO
B
ATTACH 2" METAL
C—CHANNIEL TO DECK PLYWOOD
CL SHEATHING
SEPARATION WALL
TC L
PRE—ENGINEERED
WOOD ROOF TRUSSES
mom .000 -ftft
..ON ftft.
OW 900. FIRE RESISTANCE RATINGS ANSI/UL 263
"FLAME CONTROL" #10-10
INTUMESCENT COATING
Design No. U336 a-
SPRAY APPLIED PER V) HABITAT FOR
December 06, 1996 Of
MANUFACTURER'S Exposed to fire from separation wall side only <
SPECIFICATIONS TO Nonbearing Wall Rating — 2 Hr Z, HUMANITY OF
UNDERSIDE OIF DECK AND Finish Rating — 120 Min
ALIGN TRUSSES WITH INSIDE
TRUSSES @ 4'-0" MINIMUM
EDGE OF FRAME WALL A
HORIZONTAL DISTANCE FROM 't Q?) _@
SEPARATION WALL: (Max Height — 44 ft) THE
BOTH SIDES OF CENTER LINE 1. Floor, Intermediate or Top Wall — 2" wide channel shaped with 1 long legs
R-30 FIBERGLASS ...... 1 . 71 -11 ._-77.7-1-1�=
OF SEPARATION WALL ......... form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24' Pr
BATT INSULATION M JACKSONVILLE
O.C.
2. Metal Studs — Steel members formed from No. 25 MSG galv steel having
B
"H" shaped flange spaced 24" 0.C.; overall depth 2" and flange width 1 —3/8". W." 1 "Al
EACHES
N.. r_1 7
3. Gypsum Board* — Two layers of 1"' thick gypsum wallboard liner panels, M A
/V�
OR 1/2" TYPE 'C' supplied in nom 24" widths. Vertical edges of panels friction fitted into H"
5/8
CONTINUOUS FIRE CAULK shaped studs. 1671 FRANCIS AVENUE
SEALANT BETWEEN SILL PLATE ATLANTIC BEACH, FL
GYPSUM WALL BOARD
& SHAFTLINER EACH SIDE ............. CANADIAN GYPSUM COMPANY — Type SLX.
32233
.063" USG ALUMINUM ANGLE CLIPS UNITED STATES GYPSUM COMPANY — Type SLX.
(904) 241-1222
"'THERMAFIBER" INSULATION
SPACED AS REQUIRED
FIRE BLOCKING AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) FAX: (904) 241-4310
4. Wood Studs — INorn 2" by 4" max spacing 24" O.C. Studs cross braced at
6
(2) LAYERS 1 " USG GYPSUM mid—height where necessary for clip attachment. Min 3/4" separation between
R 11/19 FIBERGLASS LINER PANEL wood framing and fire separation wall.
BATT INSULATION 5. Gypsum Board — Classified or Unclassified — Min 1/2 thick, 4'-0" wide,
1 (3/4" MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to studs w/ 1 —1/4"
long steel drywall nails spaces 8" O.C. Vertical joints located over studs. 4
(Optional) Joints covered with paper tape and joint compound. Nail heads
112" GYPSUM WALL BOARD OVER 2x
covered with joint compound.
CONTINUOUS FIRE CAULK #2 SPF WOOD STUDS 0 16" O.C.
SEALANT BETWEEN SILL PLATE 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and
& SHAFTERLINER EACH SIDE 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and
th" —1/4" long to wood framing through holes provided in
with Type "W" screws 1
2" METAL H—CHANNEL
e.e_
clip.
23/32" T&G PLYWOOD 6A. Clip placement'. (Item 6) for separation walls up to 23'-0" high. Space
...... METAL ANGLE SPACE AS REUQIRED
SUBFLOORING GLUED AND clips a mas of 10'-0" O.C. vertically between wood framing and "H" studs.
SCREWED OVER PRE—ENGINEERED 6B. C11P placement (Item 6) for separation walls up to 44'-0" high. Space
2x SILL PLATE
WOOD FLOOR TRUSSES
clips as described in Item 6A for upper 24'-0". Remaining wall area below
requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H"
ACOUSTICAL SEALANT BOTH SIDES SECTION A-A
JA
W.
................ studs.
0
*Bearing the UL Classification Mark TOR
ReprFnted from the Online CerUrcob"Directory. Copyright 0 2003 UrPdarwrIters Laborabor'les Inc.e
czi-
4 BED
V.
�v VV V1 V DUPLEX
R 30 SOUND RATED
FIBERGLASS BATT INSULATION 5/8" OR 1/299 TYPE PC'
GYPSUM WALL BOARD
A
FIRE
CONTINUOUS FIRE CAULK CAULK V 112" GYPSUM WALL BOARD 1928 1930 FRANCIS AVE.
SEALANT BETWEEN SILL PLATE
SHAFTLINER EACH SIDE 1/2" GYPSUM WALL
BOARD OVER 2x #2 SPF CONTINOUS 2x4 STUD WALL VINYL SIDING OVER ATLANTIC BEACH, FL
.063" USG ALUMINUM ANGLE CLIPS WOOD STUDS @ 16" O.C. BEAD APPROVED HOUSE WRAP
SPACED AS REQUIRED 32233
ACOUSTICAL EXTERIOR SHEATHING
........'11111"..
SEALANT
R11/19 FIBERGLASS DUVAL COUNTY
2 USG 'C' RUNNER
BATT INSULATION
ATTACH 2" METAL CHANNEL TO 1.
I S�.; INSTALL GYPSUM LINER
CONCRETE SLAB W/ 'PASLODE
PANEL SIDEWAYS THIS
OR EQUIVALENT ANCHORS @ 24 1 (3/4" MINIMUM) CL OF SEPARATION WALL
AIR SPACE LOCATION ONLY.
O.C. MAXIMUM CANTILEVER OUT TO
(2) LAYERS 1 USG FASCIA BOARD.
GYPSUM LINER PANEL 39
2x SILL PLATE W/ 2 USG 'H' STUD FASCIA BOARD ABOVE
FOAM SILL SEAL
V
(2) 1 USG GYPSUM LINER
ACOUSTICAL SEALANT CONTINUOUS PANEL (SEE SECTION REV: 08/18/2006
;4.1
BEAD
ACOUSTICAL FIRE THROUGH SEPARATION WALL)
CAULK
SEALANT
WALL SECTION
N OTE: CONCRETE GRADE BEAM AND DETAILS
SOUND RATED ASSEMBLY. CL (SEE FOUNDATION PLAN)
CAULK ALL PENETRATIONS W/ SEPARATION WALL
ACOUSTICAL SEALANT U.N.O. P LA I D ETAI L AT
SECTION THROUGH SEPARAT ON WALL SEALANT DETAILS SEPARATION WALL
1 V _ 0 " 2 N .T. S . N .T. S .
DATE: 06/12/2006
DRAWN BY: PLO
HABITAT FOR
HUMANITY OF
THE
JACKSONVILLE
BEACHES
1671 FRANCIS AVENUE
ATLANTIC BEACH, FL
32233
(904) 241-1222
FAX: (904) 241-4310
00
jjjj''',�
2 STORY
4 BED
CQ� 3 DUPLEX
00 1928 - 1930 FRANCIS AVE.
ATLANTIC BEACH, FL
32233
@ DUVAL COUNTY
REV: 08/18/2006
'n 00
r2 WALL SECTION
A- 9 . 1 AND DETAILS
GYPSUM WALL
BOARD
DATE: 08/18/2006
DRAWN BY: PLO
STAIR DETAIL lljj�� SlAll" SEclh3N op
2 1 /2 1 7 - 0 ))
HABITAT FOR
A B c HUMANITY OF
THE
JACKSONVILLE
BEACHES
2 STORY MODEL ENTRY LEFT 2 STORY MODEL ENTRY RIGHT 1671 FRANCIS AVENUE
ATLANTIC BEACH, FL
32233
ELECTRICAL LEGEND HB HB (904) 241-1222
FAX: (904) 241-4310
F3_1
110 VOLT DUPLEX OUTLET—WALL MOUNTED
110 VOLT DUPLEX OUTLET—WEATHER PROOF WH LIGHT
LIGHT
110V DUPLEX —GFCl OUTLET (PREWIRE TO TO (PREWIRE
110V DUPLEX —AFCI OUTLET FAN) FIXTURE FIXTURE I-AN)
>A ABOVE ABOVE t3 /Z
LLj Ld I
220 VOLT OUTLET—WALL MOUNTED z Li LLJ Zi I
L-Ljj < LLJ <j
1 � CL
if- jj!!!!ljj'!
TELEPHONE OUTLET
SWITCH
SWITCH—THREE WAY
L;;j
0-4 PUSH BUTTON SWITCH ..............................
DOOR BELL CHIMES 2 STORY,
0---i CABLE TELEVISION OUTLET
-0- LIGHT FIXTURE—CEILING MOUNTED 4 BED
LIGHT FIXTURE—WALL MOUNTED LIGHT LIGHT
SMOKE DETECTOR—CEILING MOUNTED (PREWIRE (PREWIRE DUPLEX
FA N) FA N) 0
@ EXHAUST FAN
ELECTRIC PANEL
QUICK DISCONNECT 1928 - 1930 FRANCIS AVE.
FLOOD LIGHTS — DUAL HEAD L
1'x4' FLUORESCENT CEILING MOUNTED 00 (a, ATLANTIC BEACH, FL
LIGHT FIXTURE :�n' 32233
F DUVAL COUNTY
1 �TI \ - I I
fg: v
L7
00 0 0
lie ig-o
--------------------------------------I --------------------------------
ELECTRICAL NOTES. HB HB
1. IN FAN / LIGHT COMBO SWITCH TO REV: 08/18/2006
OPERATE LIGHT ONLY.
2. ALL WIRING IN BEDROOMS TO BE ARC
FAULT PROTECTED PER NEC 2002. FIRST FLOOR
3. INSTALL DOORBELL TRANSFORMER IN FIRST
FLOOR ENTRY CLOSET, ELECTRICAL
4. ALL THERMOSTAT AND LIGHT SWITCHES TO
BE HUNG AT 48" MAX. ABOVE FINISHED
FLOOR. PLAN
5. ALL LIGHT AND FAN SWITCHES TO BE
TOGGLE—TYPE SWITCHES.
6. ALL ELECTRICAL OUTLETS TO BE LOCATED
MAX. 18" ABOVE FINISHED FLOOR.
F I RST FLOOR ELECTRICAL PLAN
DATE: 06/12/2006
4 1 ' _ o " DRAWN BY: PLO
HABITAT FOR
HUMANITY OF
c B (�c THE
JACKSONVILLE
BEACHES
2 STORY MODEL EN-TRY LEFT 2 STORY MODEL ENTRY RIGHT 1671 FRANCIS AVENUE
ATLANTIC BEACH, FL
32233
(904) 241-1222
ELECTRICAL LEGEND FAX: (904) 241-4310
110 VOLT DUPLEX OUTLET—WALL MOUNTED cm
110 VOLT DUPLEX OUTLET—WEATHER PROOF
110V DUPLEX —GFCl OUTLET
LIGHT - - - - - - R LIGHT
110V DUPLEX —AFCI OUTLET (PREWIRE (PREVVIRE
FAN) C, TC (�FAN)
220 VOLT OUTLET—WALL MOUNTED /oolo S, I
T r',%H S'NIT',"H
11110- TELEPHONE OUTLET B LTW I I I BFLTW
—0 L'_j o-
404- SWITCH
'41A,
SWITCH—THREE WAY 69
PUSH BUTTON SWITCH
2 STORY
DOOR BELL CHIMES L___4_j
C�—' CABLE TELEVISION OUTLET
4 BED
-0- LIGHT FIXTURE—CEILING MOUNTED T
LIGHT FIXTURE—WALL MOUNTED
0 DUPLEX
0 SMOKE DETECTOR—CEILING MOUNTED
EXHAUST FAN LIGHT LIGHT LIGHT LIGHT
(PREWIRE (PREWIRE (PREWIRE (PREWIRE
ELECTRIC PANEL FA N) /-> , (\ FAN) FA N) FA N)
/I/ _� -Zo\ c \\ /Z
QUICK DISCONNECT fF� t � :li� 1928 - 1930 FRANCIS AVE.
0-
FLOOD LIGHTS DUAL HEAD pt). ATLANTIC BEACH, FL
4i�
T
I
L
7�'
o
F
\FAt
1'x4' FLUORESCENT CEILING MOUNTED 32233
LIGHT FIXTURE
:Z:3 DUVAL COUNTY
ELECTRICAL NOTES. REV: 08/18/2006
1. IN FAN / LIGHT COMBO SWITCH TO
OPERATE LIGHT ONLY.
2. ALL WIRING IN BEDROOMS TO BE ARC SECOND
FAULT PROTECTED PER NEC 2002.
3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR
FLOOR ENTRY CLOSET.
4. ALL THERMOSTAT AND LIGHT SWITCHES TO ELECTRICAL
BE HUNG AT 48" MAX. ABOVE FINISHED
FLOOR. PLAN
5. ALL LIGHT AND FAN SWITCHES TO BE
TOGGLE—TYPE SWITCHES.
6. ALL ELECTRICAL OUTLETS TO BE LOCATED
MAX. 18" ABOVE FINISHED FLOOR.
SECOND FLOOR ELECTRICAL PLAN DATE 06/12/2006
I I — o " DRAWN BY: PLO
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i ':4: :1 :, I ! . I : L I ", . '1�r i I . ; '8 SERVICE FOR THE EXCLUSIVE
I� : 4- I ,) r 1 1 0
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PLAN NOTES - LEGEND - END-ZONE IDENTIFICATION - SILL fE-TO-FOUNDATION SHEAR CONNECTOR SCHEDULE FOR WOOD*TIe APPLICATIONS __X___5_1:I--_,____ - + I - 1 I - FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION / MA50NRY CONNECTOR SCHEDULE 0.10 SQFT. 3 454
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L 2y'ro 51::,� �&'C/a ) !3-, 1 14-4' � _j I
EXTERIOR WALLS NOT PUIGNATED 0,HEAR-WALL5 - INTERIOR 4 EXTERIO _________________ __ , I t- 1 _j.E
1)SEE SHEETS STI 4 ST2 "ADDITIONAL NOTES 4 DETAILS- 2x(o 5F,F 14-0 ' I ( 1018) 0
(2)2xI0-2 / 3 HEADER/5EAM CALL-OUT DESIGNATED AS $HEAR-WALL MAXIMUM O/C SPACW3 OF ANIC14ORS- IN W-44ES �_______ - � _.- __ - i - t or STRAP or NAILS FRA"ll"t MEMBERS CONNECTOR -.1
2)THESE 0RAUJWxS CONTAIN SPECIFIC (W-ORMATION INCLUDNG,BUT 1 2)40 5"rp!b'C"Ic : t4-2't ! 15-0!. 1 MIN EMBED MIN EDGE DIST MIN EMBED MIN/MAX EDW MIN EMBED I EvIcie DisT tl�
- _ __ 1 - 11 POUSE - TYF` I j SIZE MIN EMBED r_
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NOT LIMITED TO,ARCHITECTURAL ELEMENTS,DIMENSIONS AND �0 4*1 ! MA>dMJM O/C SPAC(Ws OF EXTERIOR WALL$ INTERIOR WALLS �_____ I 6� 3. 8 41
�0 , � 5'1'p 12'0/r- t5--I i I _511 ) 442b (5)ad PIER END (12)Vpd A5U-44,-66 5/010 00-1/2" 5-112" 12* 1-3/40/611 N/A
' __2-xi&-- __ -- � i I I C 4)
o)ED BY OTHER$. BUILDERS FIRSTSOURCE 18 NOT NUMBER OF KING-STUDS EAC44 SIDE OF OPENING 1 -7 1 ANC�4oRS- IN NC44ES ____ 4! I T
LOCATIONS PROVIr . SHEAR-WALL %No TITEN WD � I I -1,
-F,1(o,0/r_ � le-, � !,��- 4-V4"w/MIN 4"iul 2-1/2"SPC'G 120 .035
RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY : )J-0 TITEN 4-0 h-O TnEN 4-0 %too TITEN HP 2xa 5', 1 45 (4)Sd PER END (10)16d I EACH LTT20B t/211#(EA) 5-1/2' 12' 1-3/4"/6" t w
NUMBER OF JACK-STUDS EACH SIDE OF OPENING III!WE IGWT %'O TITEN WD MSIGNATION. (MlIt FRM'G) ___ ___ I , i , i 2-1/21 SPC'G 2'w/40 SPCrs It 4 MIN 3'OF-Grs j__ Cf,,,irle- M. Rhodeb,;k, PF
! VO TITEN HD I I 7xa 6yF1 12"01c ! ! -R END 10
. 1 12* mr-
OR PrEIRIVED FROM OTHER SOURCES. I (NOMINAL) (MIN.2X1&FRM`tG) i �0-51 �;--I As (5)Ifti x 1-1.01 PE V
SIZE OF HEADER MATERIAL (02 ISYP UN.O.) . tk� -%*. 484 'Go 60* �________- I � i (22)10d SNGLE MGT b/810 5-L12' 5-1/2" 3- 12" 1-3/4'/ip" R-oll-ls,slonal Engi,icer
� I -A&% Sw . . . I 2Xjo 5yo�,1&,r,/, i f 111; .0:) 1
3)ANY DISCREPANCY - DIMENSIONS,ORIENTATION,ETC. - BETWEEN NUMBER OF PLIES IN HEADER : RI a ft - 54H - , .0. ; �Y__l I 1 24, W' � MTS12 04)10d or 104d x I-In"TOTAL I C
� -CAU2 21" 1 .wN I -V- t - — 3N 4/44 12H �9-0 -1-
ED ARCHITECTURAL and/or I I .__ i- - , 1 2x(22)10d 11 FL 'Li,GC'11- No. 26497
THESE DRAWINGS AND THE A_%OCIATE 31, .146. �___-_____----- - � - r DOUBLE MOT (2)5/8"0 15-In" S-1/21 t2m 3-1/2
� S ft NOTES 32. :d 1 2XIC'Syp 12'0/c 25_il� � 2"_F51 � Ht (20)Wd or(24)10d x 1-1/2"TOTAL -C I -�,��
8'
SITE DRAWINGGS SHALL BE REPORTED TO IBUILDERS FIRSTSOURCE su I Is,- 1 21' 1 220 1 �_----------- - --- - I 1 , 1 2N /V, 2. , to .
i- (18)vpd SfW-%LE HTTI& 5/01# 5-In" 1-1/2" 12% 1-3/4' 91; 0 t W _11011�Mr�, a!�,j v,!`'Cyj��,�f_'e�j
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AT ONCE AND NO CONSTRUCTION$HALL PROCEED UNTIL ALL EXTERIOR HEADERS 1(2)2xro-112 UNLE55 NOTED OT14ERWISE - 25" 44- ___ 1)USE SIMPSMASNO OR%*#X 4,"LOW3 TITEN HD SCMUS,UN.O. 6pES1r_k7_B,rL;:;) 5;zE/5g0;_1A_1DE/5pEr_E I LGT2 (16)I&d SINIKERS TO TRLISS, 2x(15)I&d DOUBLE HTTI& (2)5/800 5-1n, 1-In" 4- 120 3-1/20/40 ON CD 0 1
CAORRECTED. 11 ft 261' 40- 2)A"O TITEN HD'o SHALL 15E EMBEDDED MR 3-%'AND%'O TITEIN HD*SHALL BE EM51EDDIED �.5FIAGING IND;(_-4T ED ON IST Fz;(_--%;R,4�_1 (4)*d ONMR0 TO It 4 FOOT I It :31- �_�P-%�.�sg-�ej,r RED ��,
4)VERIFY 5UILDIW-s ORIENTATION WITH ARCI-41TECTURAL DRAWINGS ALL INTERIOR It-EADERS, UNLESS NOTED OTHEWISE �. MR 44"INTO MR 2-54Wpol CONCRETE. F� AN,(51 5UPEF;>_5E[DF N1y=OR1-,ATiON !N 1 441to,-Irv$,-16-2 (2)Iod x I-1/2"TO TIRLB5,(10)TO M/P051 2X(18)It 5. 151, 0.0
1(2)2xro-1111 12 Ft 24" ' , , . ; TANDEM HTTI(p (1)5/0*0 5-In" 15-1/2, 1-3/41/611 WA [L):3 Builders FirstSource
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AND SITE PLANS BEFORE COMMENCIW_1 CONSTIR!UCTIOR. SHADED/HATCHED CORNERS, 3)AT WIGW e WENC44T DESIGNATED SHEAR-WALLS(Ijw 1,4' 4 ABOVE)USE"ItsIaNATED, S�HED1_E MSTA12 (10)Od TOTAL (32) ISM .T 2!
200 310 AW-14OR SPACWs SCHEDULE r INDICATED SPACING 15 TIWTER/CL05ER THAN IN - 1 I____1. � i 10610d Sirkers SIW.SLE WTT22 5/8140 SAO* 13-WI, 211 1 1-3/4"/6" WA U_ of Jacksonville
14 ft ALL 57UD5 5HALt� 51:>A,,, i 'a
5)ALL RT-ORMATION OF A STRUCTURAL NATURE(i.e. AS IDENTIFIED AND ' i MSTA18 e W)led TOTAL 2x(32)Wpd SWkwa DOU15LE HTT22 (2)5/84 5-1/2' S-112" 5. 12 c
5111- - SHEAR-UJALL SEGMENT - REI ER TO SWEET 5TI FOR ADDITIONAL INFORMATION Ia. "VE816-1il,"TED SHEAR-WALL"OC44EDULF- C,ONT1K�;OL;SL'Y'�:RCt�,I`:�_COR To i SEE PLAN N/A .8 cc FL GoA Number 00008494
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15EAM/JOIST/C.OLUM/Hr=ADER/STUD/C4MECTORMOOTIW.%/ETC. DIMENSIONELD ABOVE, I& Ft 16. 27 - __ 4)%NO TITEN WD's USED N EXTERIOR"'A'I APPLICATIONS MAY ONLY BE USED IN WALLS FI-OOR OR F�_OOR TO ROOP/Ci-N'Ci i MSTA24 (18)10d TOTAL (Is)Y44 X 3K SDS SINGLE PH06 1/84 a. 3% 13-1/24 3-112' ,.T GA PEF Number 004586
SIZE/CiRADE/5PECIES/QUANTITY/6TfREW-sTH/ETC.)SHOWN ON THESE INDICATF_ WALLS 5E6%MENTS Ia ft 24" CONSTRJCTED OF 2X6 OR LARSER FRAMINa ,455EI`115�Y WiT-40JT 5RE,4<OR i ..SM p 8. 3. =Ii co
516NED 4 SEALED ENGINEERING DOCU11ENTZ SHALL SUPERSEDE ALL 5)ALL TITEN RD'*SHALL BE INSTALLED IN THE 4 OF:Ti.-E SHOE 1E AND MAIMTAN MR INTERUF��1011111'JNLE!5a,6PEC1r-:G,AL�,1 I MST31 (42)16d TOTAL — -2X(11150 YA"#X 3 OL95LE F114ID6 (2)1/810 13-V26 13-In" 1 3-1/2"/4* 13-1/21 1 I&
INFORMATION OF A SIMILAR NATURE SHOWN ON THE ASSOCIATED X APPROXIMATE WOODsTle ANCHORING ROD LOCATION. SEE "WOOD#Tle U4ERE END-ZONE 20 ft t4' 22" CONCRETE EDGE DISTANCES OF 2'KR X*O'e AND 34'FOR%'O'O. - 0. 1-3/4.. -0�
PRE55URES 0-44ALL APPLY 12a &)TITEN HO's USED FOR EXTERIOR WALL APPLICATIONS MAY BE I ONLY WITH �)ETAILFD ON 5TRLir_%F>A_i P-AN i MST4a (46)*d TOTAL (20)A4'#X 3"SDS SrNG9LE HP09 1/8"O L3_L*" SEE PLAN WA !��t SHEET
DETAILS 4 SPEC IF ICATION5" ON PACE 5TI FOR ADDITIONAL INFORMATION ON 22 Ft 1 2011 ____------- - - - - I- - - _. -- � --- — a.G
ARC-41TECTURAL DRAWNGS. - MONOLITHIC FOUNDATIONS AND MAY NOT 13E USED IN STEM-WALL APPLICATIONS. I �T fS 4L�IOW,45,_E TO FO-LOLb THE �
TO COMPONENTS 4 1 MST&O (56)16a TOTAL 2X(20)Y4"+X V 505 DOUBLE HOCS (2)1/84 13-1/2' 13-In" 4" SEE PLAN N/A
6)MINIMUM R!=-=IF2EP BEARM LEWaTWS SHOWN ON TJ-5EAM T14E LOCATION AND INSTALLATION OF WOODoTle ANCHORING RODS fNTERtOR ZONE 6�_-�4EDLJ_� E FOIR !
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CLADDING. WALLS NOT 1)AT EXTERIOR WALL APPLICATIONS WITH STEM-WALL FOUNDATI",USE EPDXIED ALL-TWitEAD ANC"Oft AS FOLLOWS. I . 1 CX716 (30)&d or(26)10d TOTAL (24)Y4"0 x 2154 609 SINIGLE wittooll 1"4. So 15.1 3- bm FILM N/A �C
OUTPUT HAVE BEEN ACCOUNTED FOR IN THE DESIGN AND,WHEN W.AL! 5 FALLIN,14�r !N'rit4E END ZONE ) 1 4)7@
f - � 15. 15. 4. ..Fi C
APPROPRIATE,BEARNG-ENHANCERS ADDED 80 AS NOT TO SHADED/HATICHED AS 1a)IN LIEU OF)5"O TITEN WD'o,USE)j`O X 4450 EMBErOMENT ALL-TI-MAD ROD$w/MR 21 CONC.EDGE DISTANCE AND SPACE AT JJAU THE INDICATED I REG�ON PFROVIDED T�447 DOL,i5-E i SPH4,-6,-13 (0)lod X 1-1/2" 2x(24)Y4*0 X AN 608 DOUBLE P44D011 (2)I"# SEE PLAN N/A
"R60" IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT : 1 V.2
EXCEED T44E MAXIMUM ALLOWABLE 5EARIWG CAPACITY OF ANY INDICATED ABOVE MAY USE SPACING FOR&O TITEN HV6. 5TUD5 Cp TI-4E 51ZfE/eF,F_C_fE5/ ! U)
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1 WPAWD22 (23)I&d (16)lod WGT21 WaT3 (2)3/44 11-In" SEEMAN 11-1/2,
INDICATES THE SPECIFIED HEADER OR BEAM 19 RAISED A50VE THE IE LINE 1b)N LIEU OF%"O TITEN WD'&,USE%"OX So EMBEDMENT ALL-TWREAD RODS w/MR 30 CONC.EDGE DISTANCE AND MA SPACW1 CirK'ADE/5F"AC,1N5 ARE Ue,Er�. i it - t
STRUCTURAL ELEMENT. INTERIOR-ZONE PRESSURES __._______, ___ __ _.- � I ?�
rmo(cAtrw FOR VO TITEN 44D's. i LTP4 (12)"x 1-1/2'TOTAL (Ifip)140d WGT4 (2)3/44 1 7 So 3" SEE MAN II-Inn
1)ANY STRUr-TURAL ELEMENT SPECIFIED WITHIN THESE DRAWIW-25 FOR COMF:>ONENTS 4 1c)ADD NUT AND ULAS14ER ATOP SHM IP AT EAC44 ALL-TWIREAD. IDUE TO�11ATEFR�A_; UNAV4�L4_9!�_�T�', f - I I It =,L
0-
MAY BE REPLACED WITH A LARGER,STRONGER ANEVOIR < ) INDICATES C)IRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER 1E "EIG"T5 24'r�t�JaT ',,,5E i A36 (12)8d x I-V2'TOTAL 0
CLADDING. 1d)USE SIMP25ON TWO-PART EPDXY MR MANUFACTUIRER�S N5TRUCTIONS. �e- I "FIRAMNO"arwA"FRAMNQ1-TO-fQUNDATIONo CONNECTOR SCHEDLU F NOTE& -8
. . . . 0)SILL PLATES SHALL BE ANCHORED WITHIN 1211 OF EAC44 END OF EACH SEGMENT OR PIECE AND ALL SEGN-INTS OR PIECES SHALL HAVE NO FEWER Tj!�-IBERSTRAN�_-) !7E L SL 5-1j:)s ��_o � 5ULDING DE51GN CRITERI '2
I4IG+IER-QJALITY`ELEMENT/PART/MATEERIAL WITHOUT ADDITIONAL - - - i META20 (U)10d X 1-1/2, M M of 2
M A%4C*40RS. .cj'Y'P- �IEiG,476 24:-4',` u5F �,-!E I 1)USE ORINDSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TO-FOUND.CONNECTIONS UJI-LO. J=0
ANALYSIS REMIRED. � I- �
_; 5L Is C,ONITRA��TOR5 D�&�';_�E '0\', � W-TA20 (12)Iod X 1-1/2* 2)ALL DIMENSIONS(ROD DIAMETER EMBEDMENT,EDG-,E,ETC-)ARE MINIMUM DISTANCIES U)t
i CODE: '04 FBC-R
8)00 NOT SCALE THESE DRAWINGS.DO NOT ASSUME WALLS ARE PE51GN LOADS - USE (MIN.) 1-17V " THICK SHTN'G w/ TILE ROOF COMPONENTS 4 CLADDING f::`RE55URE5 - IN llP5Fll t - - - - I 3)"DOUBLE"HOLD-DOINS REQUIRE MIN"31 0-1 SPACING BETWEEN ATR Attir_� URO.
2x4 BECAUSE THE ARCHITECTURAL DRAWINC*5 UPON WHICH THIS ,32 LGT2-MASONRY (16)I&d SINICIERS To TRUSS, 4)E DISTANCE DIMENSIONS TO ME MEAAAREP THE EXTERI FACE OF THE 1BUILOM I I I PARTIALLY ENCLT)
E14GINEERNG 16 BASED SCALES AS 2x4.REFER TO STLO SCHEDULE - (1)V4"#x 2-V4"TrTEN OCRIEW&TO WALL FOUNDATION CURB OR CM WALL TO THIE 4 OF THE ATR AW-WOR
FOR MINIMUM STUD SIZE1_04=1ECIES1_APACIW_s FOR ApPLICATIO1,tL STUD - ROOF LOADI (01.25 LDF) - FLOOR LOADING (01.00 LDF) NET OPN'G or WALLS ROOFS -PITCI-156 3/12 , 1/12 ROOFS -PITC44ES 1/12 ( 12/12 GARAGE DOOR5 PARTIALL IN END-ZONE MTSMI6 (1)Od or 10d x 1-1/2'To TRUSS, 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCATIONS ONLY THE MIN. BASIC WIND SPEED: `120mph (3aeC. eust)
ANr,>/OR COLUMN SIZES SHOWN ON STRUCTURAL PLAN SUPERSEPE TOP CHORD or RAFTER LL: 40/pef DL: 15/psf TR5.AWA IN END-ZONES tW.-ZONES CRN'R 49 E-ZONES INT.-ZON56 OH,E-ZONES CRN'R 4 E-ZONES INT.-ZONES OH C-ZONES OW E-ZONES PRESWRES FOR 6,4RAGE DOORS WITH ONE END(ONLY)EXTENDING MAX. (4)1/4"#x 2-1/4"TITEN SCREWS TO WALL EMBEDMENT 16 MEASURED FROM T14E LOWER SLAB ELEVATION 15UILDING:CATECvORY: 11 ��
LL: 20per DL: 1psf w/r-G - WIND LOADI (OlfoO LDF) Square Feet 5'-V"INTO AN END-ZONE.ALL PSESSURES NEGATIVE(-),EXCEPT AS NOTED. rp (8)10d or Iod x I-L/21 To TRUSS, 6)ALL PARTS/MATERIALS TO 15E MT44-LEO IN ACCORDANCE WITH MANUFACTURE" _1
TH05E SHOWN ON STUID SCHEDULE.WHEN A COLUMN 16 SPECIFIED AS Fos.(0 NEG.(-) POS,(+) ME&(-) POS.(+) NEG.(-) P05.(+) NE&(-) NEC&(-) NEGL(-) POIS.(4) NECIL(-) POO.(+) NE&(-) NEGL(-) HM(-) e4)I14'#x 2-1/4'TITIEN S-CREWS To WALL INSTRUCTIONS 4 DIRECTIONS OND IMI-.FACTOR-
LARi3ER THAN ADJACENT WALL FRAMIWS (ex.3pig 2x/c> POST IN A 2x4 SHINGLES, 20p.sf- Ut TILE 120 MPH WIND SPEED 1.00 I
<20 rt 441fp -be's +4-1.6 -50.1 . "323 -aLb 4323 -44b 444_5 -53.9 444.5 -41/p LEWxTH1(IN ME I)OF DOM Nro END-ZONE POS.(+) +416,-168,-Vip-2 (2)iOd x 1-1/2'TO TRUSS, 1)ALL"L5 SPECIFIED AQM"COMMON*SIZES UND. WCND EXPOSURE: - :
0 WALL),THE ADJACENT FRAMIWA MAY 15E EITHE FURRED-OUT To 50T. CHORD or CLN'G JOIST - SEISMIC D5G- CATEGORY (OlfoO LDF) -1345 -82.3 -823 DOOR 5 (6)1144 x 2-V4'TITEN SCREW$TO WALL 0)MNIIIIUM ROD SIZIE)CARAPIE,EMBEDMENT 4 E DISTANCE SHOUN ON PLAN SUPEFSEDES C rA 8
a-- 20 <50 Ft *".I -s6b +46.1 -4c-kl +30A -153 +30,0 -43.1 443.1 -511 +43.1 -45S i IZE 1. 21 31 4' rp. PSF MIN111"IUMS SHOWN ON THIS C44ART It-- 1111111111111111111111
4) MATCH THE COLUMN OR T44E ENTIRE WALL MAY BE FRAMED WITH THE LL: 10pefs, OL.- 5/pef "All . . -w-b . . FGTR (18)1/44 x 3"6PS TO TRUSS, ro. INT.PRESSURE ODER: +0.55 / -OB5 05
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-2 ER MATERIAL,AT CONTRACTOR'S DISCRETION. &20 poof OL FM TILES<I&W,PER F:5C"APPENDIX A.1 TILES>I&pof REQUIRE ADDITIONAL ANALYSIS 50 < 100 Ft . +43.1 1 -522 1 +43.1 --46D +21.1 -66i +21.1 -42.1 1 -123.9 442.1 1 .490 +42.1 -43.1 Dos -wa I&X 1' 4 LGR DOORS -41AP -481 -4&lb 4" -502 +43.1 . 1(2)W X 5"TITEN HD'a To WALL - 13)MINIMUM EDGE DISTANCES OF 4-OR MORE REQUIRE MIN"IM WALL;�r pft Poo I -00
= LARGE I I I I - I - (8)WDd TO FRAMING, 10)MINIMUM So SPACIN3 BETWEEN MIETA-or HETA-ANCHOR6 UND. 8 RIOR WALL FINISH: FLEXIBLE =V - -
I I oto 20 pef LL FOR CEILNG JOIST WHEN usm FOR LIG14T ATTIC STORAGE > 100 rt 1442.1 - -1 -1 MSTAM36 11)MINIMUM 1-1/2m EDGE DISTANCE FOR TITEN SCREW& 6 11 =12
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ENGINEEfRING 5ULLETIN5 "02
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5L�LLE_71NS \/114 ELECTRONIC t-1,41L > W r
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METHODOLOG',r REVISIONS OR UPDATES, CHANGES TO
STANDARD DETAILS AND OTHER TOPICS OF INTEREST
FOR 5UILDER5, PLAN REVIEWERS, IN5PECTOR5,
a E>? DESIGN JL5
FOUNDATION CONTRACTORS, FRAMERS, HARDWARE CD
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2X4 5F`F 16"O/c J05 NO, J11001
2x4 6F`F 12"o C; 1�!I-7" i iO <
-z C FRAM ING-TO-FOUNDATION MASONRY CONNECTOR SCHEDUL 0 SQFT. 2,4oV-2 4 64
PLAN NOTES LEGEND END-ZONE IDENTIFICATION SILL R-TO-FOUNDATION SHEAR CONNECTOR SCHEDULE FOR WOOD*Tie APPLICATIONS FRAMINC ONNECTOR SCHEDULE U)
2xro EIFF I(Vo/r_ ;3'-T 1.4-4, 0.1
'TER _j
EXTERIOR WALLS NOT DESIGNATED 02HEAR-WALLS - INTERIOR 4 EX J 2X& 8PF 12"olr- CLIP,TIE FASTENERS NAILS/SCREWS To wARpWARE/ ASTM 301
1)SEE SWEETS STI 4 ST2 FOR ADDITIONAL NOTES 4 DETAILS. (2)2x10-2 3 HEADER/5EAM GALL-OUT t MAXIMUM O/C SPACIN61 or-ANC44ORS- IN INCHES or STRAP or NAILS FRAMING 1'�RS C47,NECTOR (SAE 1016)
2)T44ESE DRAWNGS CONTAIN SPECIFIC INFORMATION INCLUDING,IBUIr HOUSE - TYP 2xro 5-T'F lb"o/c W-2" 15'_01 ATR SIZE MIN EMBED MN EMBED MIN EDGE DIST MIN EMBEDI MIN MAX EDGE MIN EMBED EDGE DIST
NOT LIMITED TO,ARCHITECTURAL ELEMENTS,DIMENSIONS AND *4'1111, 101'k*1 kl�* MAXIMUM O/C.SPACNG OF EXTERIOR WALLS INTERIOR WALLS 2xro S'T'F (S)Sd PER END (V Vpd A15U-44,-66 5/804 5-1/2" 5-1/21, 34 1211
C_ ANCHORS - IN INCHES 1-3/4"/6' N/A
LOCATIONS PROVIDED BY OTHERS. BUILDERS FIR5TSOURCE 15 NOT NUMBER OF KING-STUDS EACH SIDE OF OPENING %NO TrTEN wD
)J'O TITEN WD )kO TITEN WD 110 TITEN WD 2x8 SYP 16"c/c 15-T -7, (4)8d PER END 4-1/4"tu/MIN Wk 41 w/2-1/2-SPCrj
RESPONSIBLE FOR THE ACCURACY OF INIFORMATION PROVIDED BY' NUMBER OF JACK-STUDS EACH SIDE OF OPENING IE AE444T %NO TITEN W0 DE54NATION (MIK 2X6 PRMrs) (10)I&d EACW LTT205 1/2"0(EA) 5- 12.1 1-3/4"/(p" 12. U)W
13-0 TITEN 4-V __+__ -- 12-1/2"SPClG 2'w/4'SPCr* S MN 3'WCr. &C (.>ar Ps M. Rhodebeck, '-'E
(NOMINAL) (MIN.2xiiii,FRMrs) .36.. boll 2X8 5yP 12'0/c 20-5': 1 2!'--, (5)hOd x 1-1/211 MR END j V
OR DERIVED FROM OTHER SOURCES- SIZE OF HEADER MATERIAL ('02 5YP UN.O.) 48- 42- (22)led SWGLE MGT 5/84 5-1/2"' 5-1/20 IV -314#/6" .8 C: "'rofe"In-Isional,Enaincer
1 1211
3)ANY DISCREPANCY - DIMENSIONS,ORIENTATION,ETC. - BETWEEN 2xI0 5YI0 16 -11 -4 1 MT612 (14)Wd or Wd x 1-1/2"TOTAL 2x(22)10d DOU13LE MGT (2)5/84 15-1/2" 19-1/2" 12" 3-Inu/411
S`T-P 12" FL Lj(jo Fro*
22m 32*
SITE DRAWINGS SHALL BE REPORTED TO BUILDERS FIRSTSODURCE SWI I 18----T (18)16d SW_sILE HTTI6 5/8"# b-1/2" 1-1/2% 2- 12" 1-3/4'/(p' ON
NUMBER OF PLIES IN HEADER 1 21' 3W i W. - - 0.
THESE DRAWINGS AND THE ASSOCIATED ARCHITECTURAL and/or S ft 31' .4001 NOTES __2-l0_____ WT520 (20)10d or(24)10d x 1-1/20 TOTAL
AT ONCE AND NO CONSTRUCTION SHALL PROCEED UNTIL ALL EXTERIOR HEADERS 1(2)2xro-112] UNLESS NOTED OTHERW15E 10 ft 28' 1)USE SIMPSON)S110 OR%sO X 9,m LOW*TITEN 4.0 SCREI.M,UNO. e�PECI!Flc STUD SIZE/GRADE/SFIECIE5/i LGT2 (16)16d SNKERS TO TRUft, d IN Ica not vaid oiith,ii r-i
C01IRRECTED. 11 ft 26" 'W" 2)VO TITEN 140's SHALL BE El,�ED MR 3-%'AND%No TITEN 4-018 614ALL BE EM15MOED ePACNr_i INDICATED ON 5TRjCT-U1R1A' (14)*d&N<ER5 TO 11! 4 POST 2X(16)16 OU5Lf WTTI6 (2)5/81# 5-1/2, 1-112* 4' 127. 127. ec'-�ND S,qnadin RE1,!n,
3-L,2' 4"
191. FIN 6.
4)VERIFY BUILDING ORIENTATION WITH ARCHITECTURAL DRAWINGS ALL INTERIOR HEADERS 1(2)2x&-1/11 UNLESS NOTED OTPERWISE 12 ft 24" 360 MIN.44'INTO MIN,2.b�l CZNCRETE, PLAN(5)5UPERSEDE INFOFZ11.4TION 11%'i W16,-165,-16-2 (2)10d X I-V2"TO TRUSS,00)To RAPOS1 2X(18)16d TANDEM WTT16 (1)b/900 �P_l S-In" - 1 1-3/4" H/A R. Builders FirstSource
AND SITE PLANS BEFORE cOMMENCING-s CONSTRIJCTIOK SWADED/HATCll-ED CORNERS, 3)AT Wr*W e�-EiGwt DEW-sNATED SWE.AR-WALLS OAL 14'4 ABOVE)USE"N011'Ill-DES11ISNATED, 5C"EDULIE MSTA12 (10)110d TOTAL (32)I&d SWkws OWSLE HTT22 5/84 5-1/2" 9-1,0`24 20 so 1-3/4'/1,' N/A
AS IDENTIFIED AND 14 Ft 20' 31" ANC44M SPACIWI SCHEDULE E INDICATED SPACNG 19 TIGHTERIC-LOSER THAN IN ALL STUDS 51,4ALL SPAN of Jacksonville
50 ALL INFORMATION OF A STR!UCTURAL_NATURE (Ie. SW_ - SHEAR-WALL SEC41ENT - REFER TO SWEET STI FOR ADDITIONAL INFORMATION "DESIGNATED SHEAR-WALLI 8CHEDULE. CONTINUO(.151-r F�ROI"!FLOOR 70 t-ISTAID (14)10d TOTAL 2X e32)16d Sk*ws DOU5LE HTT22 2)5/84 b-112" 9-1/2" 5. SEE PLAN 0
N/A .8
W FL CoA Number 00008494
BEAM/JCIST/r-OLUMN/HEAr,>ER/STUC>/C.ONNECTORiOPOOTIW-%/ETC. DIMENSIONED ABOVE, I ro ft 21- 4)%HO TITEN 140's USIED IN ExrmoR WALL APPLICATIONS MAY ONLY BE USM N WALLS FLOOR OR FLOOR TO ROOF/Cl N r;; MSTA24 (18)11Vd TOTAL (I&)Y400 X 3"SPS SINGLE 1:11l4p6 1/81+ 8. 8. 3. 1*" U)
13- 3-las/419
51ZE/CiRAr,>E/5PECIE5/QUANTITY/STREW.aTH/ETC-)-044OUN ON THESE INDICATE WALLS SEGMENTS 18 ft 161, 24. C40NSTRjJCTED OF 2x&OR LAP43M FRAMIN133L A58E-MBLY WITLIOUT BREAK OR 'R GA PEF Number 004586
SIGNED 4 SEALED ENGINEERIW-s DOCUMENTS SHALL SUPERSEDE ALL WHERE END-ZONE - 5)ALL TITEN WD's SHALL WE INSTALLED IN T14E 4 OF:THE SWoE 9!AND MAINTAIN MIN. INTERUPTiON UNILE66&PEC.IF;CAL1_'1f, MST31 (42)16d TOTAL 2x(IDA44 x 3'806 C)OUBLE PHE>6 (2)-1/5-# low 13-V2' 30 13-In" M=
X AF19ROXIMATE WOOD,Tle ANCWORIWz ROD LOCATIOt-L SEE "WOODsTle 20 ft 14" 22" CONCRETE EDGE DISTANCES OF 2-FOR)j"O's AND 3-S'FOR V*8- 012
INFORMATION OF A SIMILAR NATURE SHOWN ON THE ASSOCIATED DETAILED ON STRUCTUR4,L PLAN MST48 (46)16,d TOTAL (20�)41'#x 3"8M SfNGj_E Wr>08 Val# am �,4) 5HEET
PRESSURES SHALL APPLY 6)TITEN HP's USED FOR EXTERIOR WALL APPLICATIONS MAY ME USED 2_qLj WITH 134*m 1-3/4' WEPLAN NIA
ARC-HITECTURAL DRAWINGS. DETAILS 4 SPECIFICATIONS" ON PAGE STI FOR ADDITIONAL INFORMATION ON 22 ft 1 120 1 200 MONOLITWIC FOUNDATICONS AND MAY NOT BE USED,IN STEM-WALL APPLICATIONS. IT 15 4LLOUJABLE TO FOLLOW T-4'--: M8T&0 (Sb)I&d TOTAL 2X(20)Y4"0 X 3"605 DOU5LE WPG0 (2)1/84
TO COMPONENTS 4 t3-1/2" 13-1/2" 4m SEE PLAN N/A
INTERIOR ZONE 5C�4EDULE FOR 2
ro)MINIMUM REQUIRED BEARING LENGTHS 64-10WIls!ON TJ-5EAM THE LOCATION AND INSTALLATION OF WOOD*Tle ANCHORIN63 RODS CLADDIW-z- WALLS NOT C516 (30)Od or(26)10d TOTAL (24)Y400 X An 4" SINGLE 14140011 14 IV, 15. 3. SEE PLAN N/A CXW
OUTPUT HAVE BEEN ACCOUNTED FOR IN THE DESIGN AND,U94EN 1)AT EXTERIOR WALL APPLICATION&WITH STEM-WALL FOUNDATIONS,USE EPDXIED ALL-THREAD ANC44ORS AS FOLLOWS. WALLS FALLIW_, IN TLE END ZovxF I
1 15.
SHADED/HATCHED AS 1a)IN LIEU OFJ500 TITEN W016,UWJ5`0X 4-35m EMBEDMENT ALL-TWWAD RODS u/MK 211 C414C.EIDW DISTANCE AND SPACE AT 6ALE THE INDICATED, REGION PROVIDED TH47 DOUB E SIP444,-6,-9 (1V 10d x -1.17' 2X(24A44 x 2IP 008 r)CU95LE 14�0011 (2)V+ 4-
APPROPRIATE,BEARNG-ENHANCERS ADDED 60 AS NOT TO 1IRSID" IN PLACE OF A QUANTITY OF: KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATED A50VE MAY USE SPACING FORVO TITEN WD'o. 5TUD5 * T�4E 5IZF/5PEC;E51 I IN WE PLAN N/A
EXCEED THE MAXIMUM ALLOWABLE MEARIWa CAPACITY OF:ANY INDICATES THE SPECIFIED HEADER OR BEAM 15 RAISED ABOVE THE fe LINE 1b)IN LIEU OF%"0 TITEN 440's,USE VO X 5'EMBEDMENT ALL-TWf�!EAD RMS u&/MIN.3"C40NC.EDGE DISTANCE AND SPACWs WPARD22 (23)16d (16)lod WST2,WGT3 (2)3/4** 11-1/2" 3. WE PLAN II-In..
STRUCTURAL ELEMENT. INTERIOR-ZONE PRE=55URE5 LTP4 (12)9d x I-In"TOTAL (16)10,d WGT4 (2)3/44 Il- cyl
NDICATED FOR WO TITEN WD's. I ?.22
DUE TO MATERIAL LjNAvAIL4f3!_i !T"�, 1 30 1 SEE PLAN
1)ANY STRUCTURAL ELEMENT SPECIFIED WITHIN THESE DRAWINGS FOR CZ)MPIONENTS 4 Ic)AM NUT AND WASHER ATOP SWOE P_AT EACH ALL-TWWAD. A
MAY BE REPLACED WITH A LAF;rsER STRONGER ANID/OR INDICATES DIRECTIONAL ORIENTATION OF 6f=lECIFIED FRAMIWz MEMBER GLADDING;. 1d)USE 5"PSON TWO-PART EPDXY PER MA%4UFACTURER'S INSTRUCTIONS. E LIEIG4r5 24� L;5E A35 (12)8d x I-L*"TOTAL
and wFR.AMWjI-TO-FOIkQATI0N"C40NW
0)VILL PLATES SHALL BE ANCHORED WITHIN 121 OF:EACH END or EACH SEGMENT OR PIECE AND ALL SEGMENTS OR PiECES SHALL 14AVE NO FEWER THAN Tf"15ERSTRAND 11E L5L ST�;D5 1_1 _0 BUILDING DESIGN rRITERIA
ERIAL WITHOUT ADDITIONAL META20 (12)Wd x I-In" V of
WIG�-ER-QUALITY ELEMENT/FIART/MATr (2)ANCHORS. 5YP. LIE1644"S 24'"4Y U5E 11E 1)USE 811"IPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TO-FOtNo.GOI4NIECTIONS UND.
ANALYSIS REQUIRED. I'_
11p%451=11 L5L d CONITRASTORSI DISCRETjO�,, WETA20 (12)10d x 1-1/2" 2)ALL DIMENVONS f ROD DIAMETER EMBEDMENT,EDGE,ETC-)ARE MINIMUM DISTANCES URO.
8)00 NOT SCALE THESE DRAWINGS.DO NOT ASSUME WALLS AR ADS USE �m[N.) Icl/ " T�HICK 5HTN'G qj/ TILE ROOF COMPONENTS 4 CLADDING PRE55URE5 - IN 3)*001.15LE"WOLD-DOWNS,RE=IRE MINIMUM ON SPACING BETWEEN ATIR ANCHORS UND. '04 FBC-R
E DESIGN LO LYN LGT2-mASONRy (WO l6d SH<ERS To TRUW, CODE:
2x4 BECAUSE THE ARCHITECTURAL DRAWINGS UPON WHICA4 THIS (1)1/44 x 2-1/4"TITEN W6 TO WALL 4)EDGE DISTANCE PRIENSICIIIIIIS To BE MEASLW4M FROM TI-E EXTM FACE OF Ti-E BUILDING TYPE- PARTIALLY ENCL'D
ENGINEERING 15 BASED SCALES AS 2x4.REFER TO STUD SCHEDULE ROOF LOADING LDf=) - FLOOR LOADIWG (41DO LDF) NET OPNG or WALLS ROOFS- PITC.4-ES 3/12 < IA2 ROOFS -PITC14ES 1/12 ( 12/12 GARAGE 0001;Z&PARTIALL IN END-ZONE MTSMIlip el)10d or 10d x 1-1/211 TO TRUSS, FOUNDATIOR CURB OR CM WALL To TWE 4 Oli:11-a AIR ANCWOR
FOR MINIMUM STUD SIZE/SPECIES/SPACIW_s FOR APPLICATIOK STUD (4 0 x 2-1/4'TITEN SCRETWS TO WALL 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCATIONS ONLY T14E MIN. 5ASIC WND SFF-ED: 120mph (3 sec. gust)
TOP CHORD or RAFTER LL: 40/pef DL: 15/pof TRI13.ARf-A IN END-ZONES INT.-ZONES CFNIR 4 E-ZONES INT.-ZONE5 OW C-ZOWES 014 E-ZONES CWR 4 E-ZONES INT.-ZONES OW C-ZOWS 014 E-ZONES PRIES&LIRES FOR GARAGE DOOM WIT14 ONE END(ONLY)EXTENDIN6.1 MAX. EMBEDMENT 18 MEA-00MD FROM THE LOWER SLA15 ELEVATION 5UILDIW-s CATEGORY: 11
ANr,>/OR COLUMN SIZES SHOUN ON STRUCTURAL PLAN SUPEW51EDE LL: 20pof PL- 'Ipsf w/FG - WIND LOADIN (61-(60 LC)F) square Feet P0_8_ W-0'INTO AN END-ZONE.ALL PIRE66URES NEGATIVE(-),EXCEPT AS NOTED. HTSM116 (8)kOd or 10d x 1-1/2"TO TRUSS, 6)ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
THOSE _4,HoWN ON STUD SCHEDULE.WHEN A COLUMN 15 SPECIFIED AS P06.(+) NEG. NE&(-) POS.(+) NM(-) POO.(+) NEa(-) NEa NEG. FOS.(+) Ma(-) PO6. NEa NEG.Ill-) NEGL e4)114'#x 2-1/4"TITEN SCREWS To WALL INSTIIQUCTIONS 4 PINECTIONS WIND IMF.FACTOR_
SWIWSLES, 20p5f* w/ TILE SPEED (2)l x
LARSER THAN ADJACENT WALL FRAMING (ex.3pIq 2x& POST IN A 2x4 120 MPH WIND <20 ft 441.6 -SeLS +41fp _bo.l +323 -sib 4-323 -445 4-"-rp -153B -41.6 LEWIT14(114 FEET)OF DOOR INTO END-ZONE 14116,-166,-16-2 I-V2*TO TFAM, 1)ALL NAILS SPECIFIED ARE'ICZ41MON'SIZES Uiko. 1.00
WALL),THE ADJACENT FRAMING MAY BE EIT14E FU D-OUT To 50T. C-PORID or CLNG; JOIST SEISMIC r)5G. CATEGO (ol.roo LDF) 20 <50 Ft +46.1 -56.9 +"j -4SJ +30,8 -15.3 +3021. -43.1 -134S +43.1 _5VI +4.S.1 -4&b -823 -92.3 COM SIZE 11 21 3. 4' W (1p)I/4`*_x 2-1/4"TITEN SCREWS TO WALL 6)MINIMUM ROD 612E)GRAVE,EM15EDMENT 4 EDGE DISTANCE SHOWN ON PLAN SUPERAEPES WIND EXPOSURE: Lo t
4) MATCH THE COLUMN OR THE ENTIRE WALL MAY BE FRAMED WITH THE LL- 10psfs,, DL: 5/psf "All (10)V4"+x 3'6DS TO TRUSS, MINKIMS SWOWN ON THIS 0-11ART INT.PRESSURE COEF.: 0 n
'a 43)MINIMUM EDGE DISTANCES OF 4"OR MOWS REGIARE MINIMUM roll WALL FRAMING 0
LARGER MATERIAL,AT CONTRACTOR'S DISCRETION. 20 pof DL FOR TILES<l6pef,PER F5C"API`*�IX Am TILES>"f REQUIRE ADDITIONAL ANALY515 E70 < 100 ft +43.1 -522 443.1 -46.5 1 +21.1 _66.1 +21.1 -42A -123,0 +42.1 -45S *42.1 -43.1 _60A WA 8'x 1' 4 LGR DOORS -41.16, -48.1 -48.% _4`55 -502 +43.1 (2)112"#x 5"TITEN+-Vle TO WALL 10)MINIMUM ON SPACING 5ETWEEN MTA-or HETA-ANCHORS UX0. EXTERIOR WALL FINISH- FLEX15LE
20 pof LL FOR CEILING JOIST WHEN USM FOR L15:04T ATTIC STORAGE -_ - -- - - I a 10d TO FRAMING, 11)MINIMUM 1-1/2,E DISTANCE FOR TITEN SCREWS
> 100 ft +42.1 y 4-5 IT+42J -4b.2 1 +262 1 -b5.1a 1 -262 1 -41,6 --51.11 -41A, +41.6 _ZW� -162 -162 1&'x 1' 4 LGR C40ORS -45-Wo -462.1 -4b.13 -462 1 -46A -42J M5TAM36 (4)1/4"+x 2-114"TITEN TO T4415 BUILDING MAY BE USED IN A WIND-150fitl%&DE51RIS RMION WIT
4
RY 12)MINIMUM 40 EDGE DISTANCE FOR TITEN WDe
Jers C4-AZEP OPENNrs PROTECTION OR IMPACT-RESISTANT Csj�NGQaj4j
DUrCe R
i p ,: : I!
i i:
I 1.
pullipers 1;)6"THICK(MIINU(24/0 SPAN �: �: 51MPI�' STEEL UU1111cler p
81-EATHING NAILIM-1 60jelEDLLE : oua
FirstSource � � INDEX)APA-OR TEC.0-RATM HEADER ADJACENT !, ____ ?, - I I �� I FirstS
I - ICAL rEXTEMOR WALL TO TOP Il!-PER � , , :t t ,.� ", _ �: t STROWG-WALL SEE 86W TOP PLATE C.ONWCTI0N
-#&�TW*4 tW RIAI I &"TH�VY i I WALL SWEATWW.1 w/(1)ROW OF � "I I ,, (I i� ,� I 40�
phpL .
I
OR, FRAMM a 24OP/ra FP.AMW.s 0*'Ole EXTIERIOR STUD WALL SPECIFICATI . 8d NAILS v 31o/c AT TOP OF: 12*MR CALL OUT ON SPI-W-6-8 CAONNECTORS AT : t�. r � =
-00 BUILDING 4i ad commm NALe a ad ccmmm NALO low STIMCnItAL 04WT FM 1EX1111WIt WALL=94� : (3)R-eXLS OF STRUCTURAL PLAN. TOP E-TO-COIRNER POST 1� I . � (�
=0 DESIGN a/c SPAC4Ws a/c SPACAM I 10d NAILS*a" SWTN'G(IN TO TOP E)AID AT A55EMBLY AND*TOP � ; I : 1 55W12X5 3269
(Zodemmp) (EDG"FLO) =X_ ;�Z- I
- 04 6 M �
'E :� 0 10d NAILS 2 Z7-. . WID11U. NO ADDITIONAL ---I - I I R-TO-WEAPIER a MAX 32mo/c-;�
5; `17MQ& NIMIRM SEARM r; - - 00,�-(1)ROW OF BOTTOM OF SWTN'G(IN TO f [I : 731�
CRITERIA . � OJC.
. I .
LULL INTEIRM PE"`IeTER IN I Oft I k- STAGGERED AS . . :� L �
,
ZONE /END zow /EM -INT.LOAD-BE STUD WALL SPECS I J.I *411 O,C. e-TO-WEAPER CONNECTORS �v,� L � : : �� WALL WIDTH WALL HE IGHT .I .I -- �
_ Z00- Z" E>Cnwr AS NaMD CM STFUCTURAL M.AMS) �: ,,.--(1)ROW OF STAGGERED, 0 SHOWN,EA PLY. , =SIDE C4)RNER . I I �
W.MT) ALLMOME 6M - : a . REQV w/TRIM UMFtS <' OF GARAGE. �i :. :� .: �i IN INC44ES IN FEET .
0��OBM 611/12* &N/,&p ips/120 60112" 10"-wtryy ;; �� 10d NAILS 9 I 1/4"OFF 4 16 6 . 10000.FOR WIGMR UPLIFTS 4 1 :� � I -
'A W-1 VW ___ ____
-__ ___- . 1 6*O.C. Or-2xb. I z;l I USE CONNECTIONS AS i � I T
,. STAGGERED, : . LLCUT KEY
0 __ TO IT-1 V91 *AM a 16-1 , ,� 0 ;0 SPECIFIED ON STRLIC-TURAL 1, 13lx3l TOE-OR END-NAILS � � . (1)PIAG.BRACE OVER MR(4) 1 4 1 5TPI.0�_ L CA \-- 11 I j ATTAC-14 To�-IEADER OR To TOP
rAfMALLY &,11/12N 1fi,V/&N 02 SPF fi%Qfi A 12 . 0,0,0,0# WITHIN 3/41 OF 0 KIN3-STUV TO HEADER .; .� I I
I ENCLOSED 6x/12p 1 6 0/12 N - 2x&12 OTF 61-im's .O/C 1 2 V.Ob 0 01 I�-1 I I MAN. TRUSS TO e CLIPS TO .I I: . r� TRIASES APPLIED TO BACK 61DE � L' PLATES WITH 5061/4 x 3 1/2-1
1 . CENTERLINE 2A0 HORS.USE(W NAILS, �� ,, I
I- i a . BE ATTAC44M TO SHEATHED so IF T44E INDICATED EMBEDDED I. ' i OF WEB.C4NNECT to EAC44 TRIOS I . 5CRIEWS(PROVIDED)
9'./S. Or-2x4 . I 2xI2 4 ENG�WOOD,WORS. APPLIED To L " HOLES TO ATTACH . . .
&-/12- , WA4_L SIPE� a a)ARE Nar PRoFsRL � FRONT ; WM W1(2)NAILS.INSTALL DLAG. I
. � T-IN-PLAM,THEY MAY .L SIDE OF WEB : - OONT. I
.i .
i; 4 41 ;r OUTSIDE C.01;MR 0 I LATERAL BRACE LINES 4 a MAX.
fDAWMALLY 6"/8. &I./&" 6"/&" : If 0 OF GARAGE. ", ACED 15Y EITHER Or- �_�___ i ; I ,___," I *""'"
&0/12- 4"/411 Ab USE(12)"LS. . BRACES a EACH END OF : IONAL BLOCKIW3 OR
p" 4-74" & / (1)MOTA-SERIES,STRAP* � � 20'INTERVALS 13ETUEEN ENDS. : I - -STEEL PANEL
I 194;1_06W - P/OTI FOR BOTTOM C44ORD:: � WS. : : �
- 11 : 13bC*TOE-OR END-NAILS-/ or(1)MOT48 IU/ JACK-STUD To .� ;
BRACING:RECIL111REMENTS. � I: � : � . . . . . . . .
:! HEADER 2AV WDRS.USE Is- :' : �L . .
,1 O' a KING-STUP,TO MAZ>M Axp"d I a. 6)% S� I J_ Ili- . . -1 ! ---
, 2xI0 WDRS.USE(5)NALS, - Od - � . 1, . . r : I a ; I I I PRE_ 0 WOOP ST
32/16 SPAN INDEX,FOR EXPOSURE C)APA-OR ENGINEERED TRIJ55ES OR .1 15/80 2A2 49 EM&WOOD WIDRS. (20) MIDRS.USE 24'STRAPS. I: . . I �
� �: r
TECO-RATEP ROOF SHEATHING(MR%'THICK w/ CZNVENTIONAI_(SOLIP-SAAM USE(12)NAILS. l6d T-0 : L � : . I
a FO-2 W OR SYP 2x4 I 1 02 0119 Oft_6;;�-_�2xib I V ij;i Q�RSYP�gbd _I so EMBEDDED,STRAPS MOT � I i \\-,. :�� *I
Y&*THICK(MR 24/16 SPAN INDEX)(MR 11"T141M r I . 2 STRAPS,2XI2 4 ENG.WOOP �;
.: I .
SCHEDULE FOR NAILING,SPECIFICATIOK AbSOCIATIMED -�TEID .L � BE IINSTALLIED w/ :r cONTINUOUSLATERAL �� : I . . . . Bu '11ders
TILE or SLATE ROOPING.$).SEE SHEATHING NALING FRAMW.&SEE PLAN.LAYOUT : -_ I 1: : I � PF;?EFAj3RlCATED i4OLEs IN STEEL
-Tie AN�4G 0 TWI /0 SPAN ---_ . .I - PANEL.(VARY WITW EACW MODEL)
,; I
SIZ I� __�_ :I BRACE CIUANTITY AND � - �: */' ,
ZE
ENGINEERNG TY10E E a -TYPICAL CONNECTIONS 0 WE STRUCTURAL.FRAMING PLAN FOR NUMBER OF PLIES. FASTEN I WOOD INDE -RATED � ADDITIONAL PC.OF 44 i � : . IF LATERAL BRACE MUST BE MADE or
� RODS,PER DETAIL 15,STI, : MORE THAN ONE PIECE,DO So BY
-Al R !I a __> REDAR PER 511PSON I / /
______j_ � COLISINS,JACK-TO-KWS WALL SHEATHING-TO-POOT W/MIN Od's a 12'O�-_OR GYP5UM-TO-PO6T :! WALL o/C ad LOCATION DEFINED I ADDITIONAL cuT-TNG or- STEEL
TRUN-TO-1c gotgeo2ft .,...:+ORIENTATI, AT EACH END Or-WALL �� I � � OVERLAPPING;AT LEAST 2 TRLI204E5 !
V , Abftt�1156.CMitER POST. W1 MIN"'s 41 4"O/C.IF MORE THAN 3 PLYIS ARE USED,C40NNECT � SEGMENT,WITHIN 2'OF NA . . INSTRUCTIONS.- .I BY TRUSS ENGINEIER. : : � WALL OR ENLARGIN63 OF EXISTIW_z
I .I I 0MCMCIFIED NAIL REQUIRED UN . � COhINECT TO EACH ! � / / FirstSource
I - EAC44 OUTER MY TO SWEAT4ING4 AS SPECIFIEP. JACK-ACING-STLID, . USE-RJ VERSION OF �; i HOLES NOT PERMITTED.
_Ex�:;F;�'-:75-N�','Ea--_'�-S-IRL,C%ir�,_: -_ N r� 1 (2)2x�)42 SYP TOP F_ FASTEN PLIES ; EVERY PLY IN DITION TO 2 PLY, a W/ I 5THDI4 AT CURB : TRUSS MEMBER W/0) I� I I i � � : __ of jacksonvOl E'
�__,=_ C��,,�E�_-!O�� ;! ASSEMBLY 8 C4DRNER !1 1 : :
I I NAILS 1. I � � �
�56 � - - - I TOGETHER W/(2)ROM.13be3l NAILS 0 I� * ; ,
- - -- i: POST A-06EMIDLY.ROD* WALL(PTL 2/SkT2) i I �:�� 1. . �
�5, ,; _-F� LAPS 1� -1- i, .I : � �
0_4 : -I - - 12-old,STAGGERED,tu/MIN,24- �: /" . \
- � - - I i I � .
___;5;1 ! .� SPI44-6-8 0 MAX 32"o/c a e-TO-6TUD6- :I INSTALLED TO El MAY BE LISM AT I I i : � I ..
0 � - -FOU14DAT i . �I
I - - - - .i :
O_C�I�oa 1 "'o, - - NOT RrQ`P WHEN USING;UIOOD*TIe � FLE FLY POST CONNECTIONS SIDE OF C,OR1kER --- POST A56EMBLY-TO- NON-CURD WALL(PTL I L : . !I \\-�-IOLES PREDRILLED IN.STUDS 1w
I . ---- __ __ _!� ;� CORNER MAY BE - LOCATIONS. EITHER .; � ! I � i
.
� C�e�;, I �4�, MR(12).13bc.3"NAILS IN F-A.LAP. r MULTI 0 a A . � 11//: � � \ DESIGN CENTER
. 1j It - ii � : � � � i . . . . . . .
:7 _3�0. I - ANC;I-IORING RDID5 MR IDETAIL"TI I ASSEMBLY 1/5T2)LOCATIONS. I � � . r
-�� _� � -::5 - - � WT TO SC161Z FOUNDATION,(MAY BE USED :, .i � . : . AT 4 LOCATIONS FOR WIRIWS. 6550 Roosevelt Blvd.
- �. 1j i I t
,cc�o- V L 11-0.UADOD@Tle RODS) � I
- , -E,�, I �: 1
74�- - I I I - � 2x()42 SYP OHM IR wY(2)R"OF 1 1 1 1 ,i � �� � ONAL I-1/80 DIAMETER
- - � - �- . - - - - -,---- ____-__ __ ___ - - � -EAR 1� .1 �,i �, I
I!,",&,H�,5�,-.017-IE ;� __ - - - - - , : INTERMEDIATE& I f ) '': . Jacksonville, FL 32244
��_�10��c - _ � :�- - J3ba**1211o/c,STAGGERED. ��' I ---.-e 1.�- '--ANCAOR BOLTS PER i - - ,i .� 1,� I i �, I, �, I
, �
� C-�0��:�-,1� I �,_&!_ T�:,�,���E 1h 11 LENC44T OF C-616 STRAPPING w/MR(10)IW FASTENERS,PER SILL IE! DOOR(S)SHALL BE DETAIL A/611,TYP. �� 4 6 MAY BE DRILLED THRU
- - � � � :1
- - - �_ ___ - i, -044EAR CONNECTOR ATTAC-4-ED TO :� r STUDS AT ANY . . . . .
. 1;21 ,t ' -/" -,3r-�-E-�'ir-,,�,�-7L�c;z��L.!:�L-�" _0 MR%"APA-OR TECO-RATED Tacz INTO EAC44 PLY OF SILL 4 I-EAD(ER),EXTEND + + , t I Tel 904.772-6100
. I ELECTRICAL MUSHIWsS ADDED
0 :�:� PECKING(24"o/c STUIRD-1-FLOOR)W/ I WORIZONTAL-LY ACAOSS STUD ASSEMBLY 4 :' SCHEDULE ON S-SWEET(S), APPIROPRIATE I:
5--_7��-0_11'1�11;:�-�RE��L�*'�,Z-�_ !I MULTIPLE TRIJ,% � LOCATION MATCWING A HOLE
E',� I t. _ES Fax 904.317-2835
- : AT ALL ROUND MECHANICAL WOLES.
buIrpmole lod NAILING 4 APPROVED :I BLOCKING,CONTINUOUS TO CORNER;FILLING CONTINJOU5 THIRDUGHOUT FRAMING MEMBERS so MAY USE PAbI or-60 STINAM 11-0.STI-10's !�
(4).13""TOE-NAIL5 a EA TRUSS/ ADHESIVE . I� ALL HOLES w/10d.(TYP-4 STRAPS* (2)2x 02 SYP 15LOCKNG(TYP).MATC44 WALL SEGMENT. N ACCORDANCE AT STEM-WALL APPLICATIONS. ATTACH TO �, FOR TRUSSES 0 24'O1r_MAX I i N STEEL PANEL FLANGE
L WIT14 APPLICABLE 1: .
RAFTER-TO-TOP P_IN ADDITION TO , == - == == - = : WEAP(ER)4 4 STRAPS 0 SILL) SIZE Or-ADJACENT FRAMING(STUDS). UOMMe AN040FUMB ROM FRAMING w/(22)Wpd or(26)10el-- �. r /
i-_ � . -- - ---------- --,-,-------- � i I � I THIS DOCUMENT,ALONG WITH
Cof�MCTOWS)SPECIFIED IN SC44EDULE SIZE,GRADE 4 1 � 17-�- - - --- - - -- - � - __ � MANUFACTURER'S 4 � ,., � . . .
I r- --- _-___- . �" I I I. I/
� I V�_-, .T I -11---�.I,-,--- - I � 'S � -r
, ; � W_..._;�-_-_W'7, - ___-�-- - - I 'TIONS 4 �: ,� :,�
.
'I ----------f,� ,;:"".V.Z-�-.7-";�!�c';��",�-;�-�"C-����--��i"��-:�-�:��,��:-'I - .�;W. 1-1. 0
_r,--_- .7��. .-
. __ __ ASSOCIATE.> poo.mws, is AN
OR ON PLAN. TYPICAL,ALL TWOS 4 il GLIANTITY OF:A"2nd i .- Z. I; INSTRUC TRADITIONAL METAL =HNECTORS ,j V I I I - i PLACE Oft PANEL OVER
11" � ,. � t: 0 SEE 881111 SILL PLATE C4NNECTICN
RAFTER BEAR11453 POINTS. . FLR STUD COL~UA/ . I 1�1F_________1:i I ; DIRECTIONS. il : r I
I I * i . : I : . INSTRUMENT OF ENGINEER'S
M I .
1. ; X �1� � I THE ANC44OR BOLTS AND
. � � �! I � . � : . �
, I BLOCKIN65 N FLR SYS. , _ S � :1 HEADER PER STRUCTURAL PLAN 1� L H TYPICAL GARAGE DOOR OFENWa FRAMIh* PETAL - U.N.O. � I - 16_.Nov +-t �, ______ - - ____
; I I ; r_ I I .I _ SERVICE FOR THE EXCLU51VE
ATTACH 2nd r-Lft OTUD6 TO lot FLR STUDO(OR . ; I
- --- __ _ !: D ___- � - � ---11 �i . I I . i
- 15 I Low COLUM UN.O_ :� 0. ::,�--- - __ -1 ! 44 � t -IN I WEX NUT&.(PROVOED) i . . . .
�, : ;1 : : . �
15EAMS)uL/CSI6 STRAPS(28N+DEPTH OF FLR � � � . I .� XCEPT AS NOTED-42 SPF �: I I __2nd FLOOR WAI-L USE AT THE PROJECT TITLED
------- i : i
I I . . ;, I j
SYS.N LENGTH)0 MAX.32'o/c w/(11)l0d)ENID, �_s � f- . - ",,,""I'll,",-,""I'll",����A__��V�...- - - I.LQ_0 2 SYP ONLY F � �; ; I I I A25OVE :; I
. I , . : I � I i
i - ���o 0��t,�--,, 1, 1: I WALL&.11EATHINGS- �: -11" : ON DERVIED
- - - - --- __-__ -__---- ________------- -------_______ __---,---- ----,-------- - : : :! �
- - :: . I '� ; � :
,. -,VI- F--., 1011. I 61--6 Or-FRAMING 16 SHEATHED .,� - I 11 - . __---- -:7_____:_____ ; . :1 1 1 SEE TYPICAL WALL 4 1 : :
AND wl lot FLR-LE%,IEL . I .I ,;. � : - ��: I : .. AND SECURE WITH HEAVY ___I
. �
CENTIERED ON FLR SYS,TYPICAL,INT 4 EXT � � _INTERMEDIATE FLOOR SYSTEM- . � I i . N � I . . � FRAMING MATERI L TO ENE : TI NOT To SCALE :1 ! I ; :� FASTEN FLOOR . .HTIA 1 FROM THIS DOCIS-ENT,AND/OR
11 11 . � AT PECKS,LEDGER ;1-3/4'Width PIOC4n: � - I !
. : .
WALLS.NOT REWIRED WHEN USING WOODsTle APMICAMLE TO MI.JLTI-STORY :, � ,� ,: . . SECTION(A,STI)FCR__--____:�� � ! � - -- I -I
i� : �1 . ; � DECKING(PER A/STV � I— � -
ANC4-�RODS FIER DETAIL 5/STl .� SW� IST DEPTH(MR #MinimAn of(2)rom of l2d(3-1/41)mails 0 1211 o/r- '. : : : I
.. ;, : � I � � � , ASSOCIATED DOCa-1ENT5,MAY
I � .. -t I I ;
i� ,Miriftm of(3)rom of 12d(3-1/40)naila*1211 o1c for 4 �: � i I . L � I . -�
BUILDII ONLY. SEE PLAN,LAYOUT, jL�j .I . . rl!;�� N 4 deeper. �! ; �. ADDITIONAL SPEC45 I TO LATERAL BRACE - -
OR ASSOCIATED DELE"TED � . 5 . 2xb) TO I :i � � � . . � : . I ��
41 I; NAIL THROUGH(24/0 SPAN INDEX)APA I �, -Nailed cornw--tiora roquire an additloml row or nail*WW mail size i� : ; �. -LLV(4)kVd COMMON �I TOP MATES - � ..", .. I - 0 0 0 0 NOT 5E USED FOR OTHER
FASTEN EXT WALL SI-EATHING3 TO TOP W, ENGINERING FOR TYPE,SIZE A �; i EAC Ifis*o VERT. I ; � I I i
:1 :� � . I " - - � --__ -�1_ -I
� � z 11 RATED Si-EATWING INTO NO 2 SYP � t I&mailer Oun specined above(MI&0.120'>01), !, T-BFtAC;E FASTENED TO I 2x4 FLAW,ORIENTED NAILS ,�,
. ; � � " - WORK(S)OR PROJECT(5)
SHOE IE 4 RIM or RIBBON wl PRESCRIBED - ORIENTATION OF MEMBEM,BRACING, i. I� I ,FRAMING w/ -SCREWS- � � i ; I r I . // I ",_�� -1 , I
- T I i � FRAMING W/W AT 30 OjC.AT ALL EDGES :3"LONG F to *Nail from BOTH SIDES of 3-pIq rowber& :� WED UY J3lx3'a 6-O/C. :� LATERAL BRACES*241 i� -
BLOCKING 4 INSTALLATION DETAILS. i � ! : 7� : ;I ! .!
�r . � I I �; : 1� I I -
'EDGE NAIL ING'SIZEMAPAC114a � ;; AND INTO EAC44 PLY OF:EAC�4 DOUBLE i TO FRAM a �'347"Width Plec4w AM 4-pkj 1-3/41 Width M - � 2x4 PIA40NAL 1- ___ __ - - - __1 WITHOUT THE EXPRESS MTTEN
�: I .i I - : . �: T-BRACE TO BE SAME : . 01C TOP AND BOTTOM. 1
I. I! � . � � I . .
!I . �� � . INTERIOR PLATE,12'O.C.ELSEWHEIRE. :1 ATTAC+4ED o Mlnhmn of(2)rom of L/2"bolts 9 24"o/a 6tagg V=SPECIES AND . I .�_' - __
r i I FASTEN TO FLOOR TRIM BRACE*244 PERMISSION OF:THE PROJECT
UTW 4'BRICK VENEER EXTERIOR � . �;; III , � ered-t2. : : / "- -1 III- - - - ---
1: �.. � - -_ ----
--------) :! 121. -I �- : i : -- : I '-e, _�
FINISH,ADD C4RRL1GATEP GALV.C JCK WE SCHEDULE FOR MINIMUM :I W , ( ! I GRADE AS WED TO 15E W/(3)Od C42"IMION O/C, � --11,It OJ[ z I Typic ,51MED200N sw EWGINEER IDENTIFIED BELOW.
:, : Q OT14ER UPLIFT WARDILIARE AND I ,_ , �� BRACED. : r � TOE-NAILS. BRACES TO _11641ONAL I ___
L !; I (6) - 1-1 .
TIES 0 24"o/C WORZ 4 16'o/c VERT. WALL STUD SIZE,GIRADE, __\ .i ; CONNECTIONS,SEE TYPICAL WALL .:ZO LOGIRL (1) 2X STUDS 1� -1, 129 I- - __I !, �; I I I :
SPECIES 4 OPACINIG;- �� .I :!2XIO 1 Pop_ I I �', i I : EXTEND INTO FLOOR BRACE TO ACE SOW PANEL OVER
BRICK TIES MUST BE FASTENED TI-M � ; .. PER TABLE. ', �I � __ : : :: :
: !�2X12 LDGR. (a) ; - 11 . - -I I . !� SYSTEM(1)BAY. LATERAL
TYPICAL,UN.O. ; � SECTION AND TYPICAL WEAVER I ON - -11 __ . ,-,.� - . ; �� i ; I SHIMS EXCEEDING 1/8" ANC44OR BOLTS AND RE V r_>E5C:RIf=TI0N
.
61-1MG TO WALL STUDS. � ; - FRAMING DETAIL. I : I: .11 - I �', -__ -1. -- ,� I : I :1 LATERAL BRACE I BRACE U)/(3)
�, I !! ! I 1 . i . k ,_ -_0 1 4 1�_ _� _,,- I � � � .� I SEE DETAIL 10 -_�__________ ________i
1�4 �� � ; L 1.1 I � � ", . 1, . i . I LOCATION ON BOTTOM : 10d C40MMON CUM WITI-1 HEAVY �_
I �i � � :1 � � � -_
FIT 2x( )42 SYP SHOE r- OP144-6-0 0 ;: . -4 ; 4 - ,- ;- - .1 I I,_ �� � . �I :��- � ---- -----I---
� AT DOUBLE I : - - I i ! � � :. , OV ) �
� 1 _' . I . I , � I �
L. � �-1 � I 11 I I .1 : ,� '. I i � ; r � � 1; I . . . . . . . . . .(PR " �
� I SILL( � - i � I I - - i I I . :� . � I -1
X&I THICK(MIN.)(2410 SPAN INDEX)APA- �, . I .4 SILLS/PLATES/15LOCK[h4,NAIL FIRST � 16'old(MAX)STUDS I I I , �, . ; 4 1 i . BRACE LOCATION ON ; EAC44 END ,, .
REG"IRED WHEN USING WODsTle L li . . r "I 11 . I -I--_. , * �, i . � r . __
-4
OR TECO-RATED WALL SWEATWING;. :, L i I .1 PLATE TO.SECOND PLATF_w/(2)Rouro GUN NAILS a EA STUD � I . 1, �! . L I ,TOP C44ORD. � ATTACH TO TOP IE I 4
I 11 - I j . . � __ . 1; � . : � I
ANC:WOF&4G ROIDS PER DETAIL EVSTI _\ :� � � �, � - - ,� : : ! I I ,
-MAX 324o/d 0 E-TO-STUDO-NOT Mgx4 42 INTERIOR 42 SYP LEDGER F , - - � �� I I C44ORD TO MATC#4 NAILS AT IDED I 216 H, J, 6 4 WISTI RW
19LOCK ALL UNSUPPORTED PANEL EDGES / :i : - 12CI ODMMONS AT 5'OJC�. I (TyaLAS-TO-LEDGER I --- i i _� I; :; : � � WITH 509 5CREWE5 I- . ; 2 2/15 1/6TI SZ, 6DS RW
, �
� � - I t _j : . -
w/2x BLOCKINia HORIZONTAL . !� � I ! ,, SPECIFIED 15Y � ��'.."�'16 � " I ,� i I . �
I - I 1- - . i .� � I r . ;
. . I - �N-:; 1 � �. � �, i : INTERMEDIATE , I
I - , .:
, � I �
APPLICATION REQ1D w/STUCCO EXT. W a I � _4�1�_, V__< 6 I . __ I I I . : : � (PROVIDED) " I
�11 : _.
I � �1 1 � I i : �
: i I I : I �, _-, ;, I - I �
� ;I :� SIDE PANEL WEIGHT TO . I i FLOOR SYSTEM � /1 I I 11
�I , ! :: : 1�9��=� � I 1 � r . __ � i � � I: r � I 2116 5,F, H, F, Q1 RW
r-NIS4-L TYPICAL,ALL EXTERIOR WALLS: .� �I : � WIDTH RECUIREMENTS A)( ; ,�� : I I . I � 3
� � t ! - I : :1 1 1 1
11. � ; I : � L : .I . 1 i � :, ,I !
SEE SI-EATHNG;NAILW.s SC44EDULE FOR � . : � L I : I ,_ :_1 i� :� � I: . : � I __�-------- ",
, . �
� INTERMED ft) MIN.w to lx&wA'5)NAILS a - . - � � , , � I� - -
,
�I N 1 : : h( I : � : � _ ---__,__________
NAILING PATTM h-dia X 1'EMBEDMENT :� I ; � � .1. 21 . 11 t ! �:I : I ;� CEILING LINE �
-1.1 -1241 7xb w0b)NAILS 0 E ; TRUSS
. 0 � �.ii � 11 � I ,: : r g NEEDING BRACING. L �� ! 4 2/23 5/, VLY NT RLU
CAST-IN-PLACE OJO BOLTS OR 111"dia :1 7! �i : .i I 4 : � ;� ,
;! - 1. I . � � : go. 42-19Wp2_2xI2 w/(12)NAILS 0 COWECTION OF MULTIPL [; ! . I : 65111 TOP PLATE COMECTION I
,� �,;... 11-5 In" I I ! :�, i I ! . I :i
MONOLITWIC-6TYLE FOUNPATh X 6'El,�IBEIDMENT EPDXIED r � ! L ! : . I ,� F_ ;i I� .
�0111 1� I - _� - ;! I :: �, ; j SILL PLATE !20NNEC
. I i I 51 .,141^j !: ,� . I I I :i ITION
SHOLLK SEE SWEET ST2 FOR � ; � � . 2 1 1
ALL-THREAD ROD$W 204'-40 1 ;q � 11 11-151 ;: I 1 : �
i : . � ! I �, :
APPF40NOM FOUNDATION WASHERS 0 24mo/c- SEE SILL e - . I 11 DGER DETAIL PLYSOF SCL - UNLO. :� Is � I
�� I i � I'-2 1/2' ' �, �STI/ I I 1� !! : WEAVY HEX NUT
I � I �!
�I ; k-'. I� ,-! t, I .!
�� 1� 1 : :r 1%-� ;� " �� .1 . R(MAY BE
I T S/STYLM SHEAR CCNNECTOR,SoCHEDULE ON �! . � I �APPROT To SCALE NOT TO SCALE ,, , FLOOR EDGE FIXED IN PLACE
6-844EET(S)WHEN USING WOOIDoTte . .i. I: l � . : ! 1� .____.��___ --- __ ___ - . -
: �� 1 : I - - - - - ; .i 11
! I i 11 . -- ------.--- ---_.______--.--.------------- _____ ----------------------j� TRUSS ON PARALLEL END WALL FOR ALL SWAB AB'S RE15AR)
ROIDS. �. ! ,I i I � ; - __ . ,, __ __ - ________________, ______,_,T i
i : I . I ::
11 � i� i ; ;! (NOTE:RIBBON ON FLOOR TRUSSES
f � . ,;I I �! �,
. ;!
� __ , ;:::::: I _--tit �___t�% : ROoF1`FLOOR �, NOT SHOWN FOR CL.ARITYJ . .
.i
, :, .
KA,� T PICAL QNE- 4 TWO-STORY WALL DETAIL ,; A �. .k I.t__.... __ 'A_V__ � el)"TT22 To ATR tTYP). : TRUSSES !: �
!- ; (2)02 SPF 2x4 e FA C004EIR 11.0. �, 211 n - 0
i: I HEIGWT-LIMITED APPLICATIONS MAY' . 1; 1 3_ ;I �
:, I �
Nar TO SCALE t. USE,LLD.E HTT72,(1)PWD6 OR(2) I L � I ., 4x4 POST.(3)02 SPIC 2x4t a 1 i .S[W,.%LE �:, .11- - , 211- 1 .
\�,V I � I i; i .i - 411 . I
. . � I
: - :: � :* . , _�
1 I i PHID2's.IF P1402'6 ARE USED,MATC44 ; - - I I . , .
� - i I : CORNERS DIRECTLY BEWATW 1 j �, _
- __- -- --- ___ - - - ---------- -- - I------- - ___ ; r 14 :! .: . .
-__------------____--.-------,--_____=7___=______-________--__:�_____ FOOTING(SEE TYPIC.AL WALL SECTION) ! ,,r X I OEM WHEN dp)tb 16 RE42T). T I � . I . ,
- - 1�; i I Wi ATR OPECS. F OVER lot FLOOR r k� �, , - �: BRACING NQ1TlESj. . -I I ,-, , I I
� I - - __ ----, - � - �' � .. !! J I �� - . - �:, r 1 -,;:-- .
r I i !1 4 I . _;
___ ,; BEAM,STRAP TO BEAM w/(3)MOTA24'e r I 2X4 62 � �� . L ALL BRACING,LUM93ER SHOWN SHALL 13E 2x4 CONSTRUCTION GRADE SYP OR BE I I R,U.N.O. I � I . - 1 ! .
, ;� Wi 41 D/S10x5-t*"EMBED I! .�- I - I !�;j ' I -
__ (3plg END POSTS REQUIRED). - - I -1-i . . --- __;,-:-,
,r- 1: w/(4). ! I� I i 2.SHOULD A SCENARIO ARISE T14AT DOES NOT RESEMBLE TW06E INDICATED ABOVE,IMMEDIATELY CONTACT T44E ENGINEER OF RECORD FOR � �. - . 1.� . -, . __.;I ,, � , ,
- '. .; ,: , ;1 J_- ,�_ i � , .!� I -
" - .- .� i I. 1! _/___ EPDXIED ALL THREAD a I I -
LOW-CARMON STEEL NUT FOR J�'10 11 - I __", _ ROOF SYSTEM- I - I EACH , ! . 3)J3b(3' .. - � _- EAC44 CE ALTERNATIVE AS I! APPROPRIATE BRACING;DETAILS.THE 16t USER OF:THESE DRAWING To READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE-FLORIDA DESIGN - i I . , I 0 5 RE5AR(MAY - , � - - . -��
- - _:-___--- _-_---- - ;; .�
i I� - ,_ __- CONNECTED TO :I T-MAL SHE TRUSS �: NAILS 0 EAC44 � __- __ -__- _1 SHOWN ON STRUCTURAL PL.AN. CENTER TO CLAIM A O"GIFT CERTIFICATE. - __ -
ATR ABOVE ROUND"FENDERu 5W5 - 62221 EARWALL DETAIL Cle i = ", . .
. .
'1- �I � _,�F.t ___ USE WHEN � �. 1 �1 1 ; K �; 3.84ZAC-W.%LUMBER SHALL INTERSECT TO UM56 OF T14E BRACED TRUSS AT LOCATIONS INDICATED AS NEEDW.s BRACING ON T44E NOMDUAL TRUSS � '. .A .. FOUNDATIONI RE5 - - .1 I .
WASWERADOVE 3',3',%4' : .I __ I ________� __ WALL FIER i TRUSS OR i , � - I
�, � i� NW TO SCA1 E ' 1; I I �
: � . i I DETAILS PRODUCED, BY T14E TRUSS ENGINEER. __ �
SL.0 I I D STEEL WASHER. ROD TO , - STRUCTURAL I CHORDS ON LEDGER TO : i �I _�-.-� ,� � -
i __ � � 11 ��, -
I: -__ DIFFERENT WEIGHT BLOCKW_% I ;1 4.ALL FASTENERS SWOUN ARE 13lx3o NAIL& 311 : __ .i�- I
.1 - : �! I � �: __ .�
BE POSITIONED 60 THAT 6GUARE , I PETAL& �; I ! !L .1 I - -, __��;; I.
WASHER CAN BE TOTALLY - __ -, I �, 'PLACE I CONTINUOUS LATERAL BRACE REOUREMENT - � - !1 .� _,-_ .
-` . I - �! ON OPPOSITE � .� ,I BEAM A50VE b.SINGLE TRUSS BRACE METHOD MAY BE USED TO I& i--- :, � SSWA15 ANC+40R BOLT : 7 - ��-�,-
-� IT- I i I 1, 1. . -��,,�`-�,-.-i_� �
, r
li : . L __ � . �
I I IIWP'APA OR TECO RATED - - :�:i -
- �I ,; I SIDES CF WALL. � . I
SUPPORTED By TOP E. � " �i I *'11� i 1 6.RE3 E TO BC61 1-03 FOR ADDITIONAL FEFW1ANEMT TM155 BRACING INFORMAMOK MIN. I !. , I I __ �11 ��l p.
� j I - I -- 1- - j
t ,� :- - - --- - - __ - - - I � I � I - I � .. I
� I � .� -- - ; . N-EA114NG W/fp`O/21o/d ad I 3" 41
ADDITIONAL ROW OF Sd - I � !; � I :i Embedment 6c.hedule
- � - .i : � 1,
I
, ---_____ - TOENAILS I I 1� � .
._�]__ - i :: .; I i (4).MW3" ,: � "LNG-4 SIDES �! PESMANENT ROOF 4 FLOOR LATERAL BRACIW.s MIN.
NAILS*rpllolc TO - � - ,__ '! : I I 2x4 wl SPF 13LOCXJNG 0 i� I I� I;
- : �,
I t . I � *EAC4415LOCKNG 1. : 1� ,� Wa[I model pal W
DOL15LE IR -EXT.WALLS - . : ,� r",4 ,1 NM TO SCALE ------ 1=*,,
� 24*O/C. REDUCE ;, i� I I
ONLY(STAGiGER NAILS 1-1 '_ ---- _____ ;: ; I i FROM EDGE OF TO TOP PLATE OF I. Lf:#--I=#j L
.
-1 I" .__�� . I I: MAX 5HEATWIN�POST I SPACING TO 16"old EXTERIOR WALL. :I .15EAM Afk7*9 �, :L do F
15ETUEEN ROW) - , , : . 5W2 AND 12*old FOR I i ;: - I i. io. 15" >
I-- t 4AM MAXIMUM OUT-OF-PLUHB : :�--:------------------ ----�- -- - - - - I I - 1 12,Wall,
I � :� 1! (MIN.) (MIN-) IN-)
1 ___ ; ,� � I i
:; �
ONDEXO 614EAT14NG L/28 A� -__ --___-1 : __- - - -1 L . i .i � i: Is.
1�4 I i
.. TOLERANCE.-Y40 PER FOOT OR 2 0 PER � ....... .I ;� -WHEN T14E HORIZONTAL DISTANCE FROM T14E 2x4 42 6YP OUTILOOKERS- I ISO Wall 12-
FROM BOTTOM OF SHOE : --------------B I I . ; :� �i :
1� ; FLOOR LEVEL-WHIC4VV'ER 16 LESS. � � 11 �� ____ - F :, ....... .4
.......I—-
! ,� il .
PLATE To CREATE MR 14 ri:i I .� + I L . ; t; PEAK OF GAME TO THE EAVE OR SEAT OF -OVERHANGS-<-Wwl,a 24'o/c WV I; ISO Wall 1411 21- 1
.
: I � �� !: THE TRUSS 16 LE66 THE MINIMUM (1)H5 OEAC44 OUTLOOKER To TOP I 15ECTI 1 21"Wall , 5" 23' ELEVATION
OVERI-AP ONTO OCU15LE � 4 �� .� I E . I .
, .1 !
' i : I: -_- � : �, !. .�
PLATE*TOP OF WALL. ; 1 UADODWride R= .: : SW(11 ) ON-CENTER SPACINGs INDICATED FOR THE C*40FM)Or-GABLE MJ86 OR END
, i I : � ; �: ;: I
I . 1 ; ! 1 240 Wall 1 1511 23"
: ; :
f ; � ! I BUILT-UP OR BOXED COLUMN MAY I I -X--BRACNG,A SINGLE-X--BRACE AT THE WALL TOP 1E. i
1 , i� ; I MR)6-T14ICK(24/0 SPAN INDEX)APA-OR . � : d)
.
� . I ;! i� -WE FOUNDATION PLAN (j)
1.
r I I ; BE FOLLOWED AT ALL LOCATI I BE USED IN LIEU OF 4x4 OR 6X6 �; PEAK MAY BE USED AND T14E OTHER 7vSlRWAWxS 16"_;>240,a Vv'olc W1
! : � I TECO-RATED WALL 614EATWNG ATTAC,HED TO � : .i F- _
; � j !L WALL W46 15ETWEEN TWO ,� ;I Archor 15olt G,
MR(1)ROW OF 8d NAILS 0 � I : . FRAMING;MEMBERS a BLOCKING PER TABLE ; I .: I f r (OFF-PEAK)'X'-ORACES MAY BE OMITTED AT (2)W5 OEAC44 OUTLOOKER To Top _�wra I Notee REQUI FOOTING�PAD SIZES.
i ! : .! I
fpno/c TO TOP r_ -EXr. 1. I. ! BELOW.BLOCK ALL UNSUPPORTED PANEL I ;� I L 50XED COLUM DETAIL :� T14E C:ONTRACTORIS DISCRETION.so GABLE TFWSS OR END 1.Anchor bolts "ll be high etr"th A5TM A445 or equivalwit.Nuts shall k7a hea"hex ASTM A-563 Grads DH.
I � I I I - . !; I -j 0
� i ! E. I
WALLS ONLY. APPLY - . EDGES W1 MIN : - .� NM TO SCALE �: FASTEN ALL Ftool;SH�ATI F 2.Anchor bolts for 12" wall shall be:Y4" diameter. All othw anc*ior bolts shall be I" diameter.
�. .� i -2x4 BLOCKINGL !1 �=W
SHEAR WALL EDGE NAILING I ____._ _.____�� .. 1. __ � � ;; MLOCKIW.z PET � ;� ALL ROOF SHEATWING-s
� I I - - . i �: 2p)g MR STUD END POST(PER � � I 1, 1; 2X415LOCKJWx AT ALL ROOF--\ WIT14N 4'-V"OF GABLE UU -,I WIT Al &AIal-rm � z
I
PER E/STl WHERE MQUI . �I : i I . : : �1
�, I 1 � : TURAL MAN)*EAC44 END . 1W �: TO ALL SUPPOR Is W/ad eUPPORTS!�tLd I SSW ANCHORAGE AND EMBEDMENT SCHEDULE
�,-STRUC ��
I
. :
i ,� � ��\�577 NOT To'Asse �I 7� SWEATWNG PANEL EDGES IL8 0 4"olc ��
� ;� i : I i i
. . 61-EAR-WALL UN.O_SEE DETAIL P-STI, . �1 �� !! WITHIN 4'-O*OF GABLE WALL- 2x 42 SYP MLKN�G BTWN NAILS a 4"ole �,
WATEPNIMLATE RjO011t : k--- FOR ATTACI-4MEW OF POST PLYIS. I �L - - - I - � - -- __ - - 4. --- -____- - __ - - - --- - I I r I. I I
-
i� I 1 . 7 � - !, - - I - ------- . - - __ ___ -------i-:i�:-.7-=-------------�--------.I - __ , _ -W IOUTLIC)OKENIS,w/MOO � -
L � I �:.-'-,! , "�,7�,7,_,:,�� , r�-�-,,.�-"��-A! i I :
I I 'A, ��,:.:-1:.:I� , - -�-I— , 4
1 LCXLLCAF43ON STEEL i� SYSTM-AMOLtCAME ! - � :I 1� � . :. __-��
: I . TOE-NAILS*&"a/c TO
; � COUF:LER W/MIR%, ;, To MLTI-STOW ! _+_ _�_ __�_ _�_ In'WOOD-Tis i� :, ,_ ql� K, . I I SIMFXI.� STRC1*WAL ' DETAIL
�4 __ -,--- I - 4"'- ---TOP C44ORD or I Cq-1-- �- -1� �� - L
i�� 014 NGS ONLY. :, � --- --------- ______________-------------------------- � (3)J3bc3-TOE-NAILS /' Z._-,�-�'-.�;;;, ,� _ ' ' � I-- W.
I THIREAD , LDIO. � i - L- - ii
I i . 'I
FIlitom I 5-1/7,MAX �� HEADER PER STRJCIURAL- 0 OUTILOOKER/ __/ ./.,;..`: �I NM TO SCALA
; : ENG�AGEMENT FROM � - __ __- - . ; � � ��
� OM . I-. ; : � .T DROPPED(-3-)J')TOP C44ORID 1, ' Z2.4 BLOCKING AT ALL ROOF
4- _�_ _�_ ., �: 5LOCKINGB-TO-TRIM - ,�X-: LL
I �! 4- I . ! : ,,, 71
: � EAC44 WOOP,Tle :. . : � I I . I- (WE 611111"111106M CATA-OG"APPMONAL NWrATION)
�. i KING-STUD ASSEMBLY : PLAN OR TRUSS LA'TrOUT :, - ':4 : L : SHEAT14NG PANEL EDGES
. . ,-
! � . 02 SYP COL :�' . ..1.� ,!.'�:, ! W
I i ,1-1. ,�..'� 2x OIL'OR OT8 BRACING ON VERTICAL�
ROD.(OPTIONAL, . �, I .I . :, WIT44IN 4'-01 OF GABLE WALL. . - -
I: 1`1 - __ .------�-----
i I . I I AT OPENINGS MAY T I - --- - - - ---------------- - _ .. - � --- - - - - - ___ __ __ 1-1- __-
! I 1 1 I - � ". .1_'. , - _ _ - - I ------__--- -____
. LOCATE AS REQ'�* �� - � � �: . SY.P .. I �:,:.�4 WE55 AS SPECD BY TRUSS :: r � � I - - -�__��___--_-_--_=__-1=--------_-_-_=------------:----_--:-----
I ,� : SERVE AS END POSTS - - - - - I �� .111.1
. :, !� li 1 � . I 29 14VV2 X '. �,:,.: I
,
,
:1:1' 'I- WINE
I I WOCO-Tis RODS-Vala. 1, . : L I- ,� : i� 11� . ENG, ER MR 2x4 02 SPF 0 MAX /(3)Dba-Tor-NAILS 0
.
I ;i : . AT 84-EAR-WALL E1�08 . : Ll� TM To . CONVENTIONALLY OVEFFERAMING CONSTRUCTION NOTE
I I 1 : I I : i � a DIM To , i I
I ...
A301 THREADED STEEL ! I I �, � I � I ;i ,�,�., . 24"o/c w/13fx3l'NAILS a 61o1c FROM : OUTLOOKER-TO-TRUSS TC - 0
i I I I � .<., , I �
i � I I : .: w��3)DbC'NAILS/ ,I� . �, . :� .: 0
�"
RODS OATIR")LOCATED AT ,. . � I A24 WI(SAOd/ : .... ��,�-��'-' � BRACING TO WEM ABSENT OF I
: � I I NSTAL __ - - ;1 (2MT - �,:� : , I
;; �, i r � i ! T0E-NAILS PER . e � ::!�
I CORNERe,,EACI-4 SIDE OF i I i : HMID-DOWN AT EACH I . : I-- - - �. I I! I : SPEVS)ON TRUSS EW1.REI ER To I RAFTERS - LISE 2x&02 SYP/SF-3F RAFTERS a 2411 O/C ATTACHED TO RIDGE 4 VALLEY NAILER w/(3).13lx3"TOENAILS. CA
i i : r r 5-1/21 Mo X ! ISL � , _ _ EAC44 END OF EAC44 i: .! �:: I 2x 42 SYP DOUBLE TOP P_ASSEMBLY �.
: I: . .", �:
i 1: OPENINGS LARGER THAN ip', :, - I r r BEAM TO"T. I "EXT.WALL STUD 8C�-ED."ON I
� � I I END OF SWEAR-ILIALL, : I ! FI -SLOPE TO MATCH ROOF PITCI-L �: VALLEY NAILER - U65E ONE SIZE LAR33ER THAN RAFTER5 AND ATTACH TO ALL INTEIRSECTIWj TRL455 TOP C44ORDS w/(4)J3lx3""LO.
�, I AND 6'ole(EXT.WALLS)or :I INMRMEDIATE SWEAR - I i I : i 2x4 42"-X-5RAC 0 PEAK 4 SPACE :�1` ; ! : .
9NIDEX I i � :1 : � � I I i , STIRUCtURAL DRALUIN63,USING;WEB : i ; RAFTER CRIPPLES - 2x4 82 SPF CRIPPLES 0 4'01C(MAX WEIC-A-IT z: b'-314).
"844EA114NG 1/21 FROM 11 i . ::: I1,111 PIATE � I MR ASSOCIATED TAME. � + (P
'. � I . TCH : I :11:� .
. ,
BarroM OF SHOE PLATE FOR �� 1 4 FASTENERS,PER DETAIL I I I i I I EQUALLY�EACW WAY AS SHOWN BELOW.EXTEND uX11 ��1: 1�
11 � SILL PLATE 'o/d(INT.WALLS) � I I� I LENGTW/WE$r*IT[I-D.Ir WErpWT. 2x STUDS CONTINUOUS FROM FLOOR
: : :1 1� -
I I ��
i i - % BRACES INILARD MR Wfft�GABLE WALL AND I :
MOISI PROTECTION AND TO i . : TWERF�SEE DETAIL A/STl TABLE,TYP. i : � ,1 : � I i RIDGE CRIPPLES -2x4 02 SI-Fe 2'O/C(MAX HEIGHT - &'-3110.
. :: I : � BEAM � I i DOUBLE AND/OR TRIPLE'L'*/T'a"AS : SYSTMI TO UNDERSIDE or-05L TOP
, : � .
1�1 SWEAR �. 0 �, I I � ! , I I �� PER 1� � 0
'14 FYSTI FOR UBE AT ENDS OF - 4i . __�_ : __ I : i li ATTAC44 TO 2x4 VERT 0 MID-POINT w/(3)Bbc3l' � I � oil- Ix4 T-BRACE 16 ATTACHED TO CRIPPLE w/.13ix3l'NAII-5* 411 O/C(MAX"EIGHT a S'-10").
CREATE MR 10 OVERLAP ONTO 11 CONNECTOR&- ! - -__ I + - : i / . ! t �$ - RECIUIRED TO MAINTAIN MAX o/d .� I-ASSEMBLY(a OUTLOOKERS)_ SEE
tlj : i : - - , r * V*
DOU15LE PLATE 41 TOP OF i SEE TA93LE � SWEAR WALL SEGMENTS. , - - .1 L 1� . STRUCTURAL PLAN. IF 2x4 T-15RACE 15 ATTACHED TO CRIPPLE w/.131x3"NAILS *4*' O/C(MAX HEIG44T = fl'-2").
� I I I �; � FROM ! .
: I I ::1,
WALL OUTSIDE F � ; FOR i i I� : 1� I, R06TANFAM i PT 02 SYP 4x4 POST 1! FEVENLY'SPACED OXO BRACES PER GABLE END. 4 1
. : � ! i . SPACING SHOWN ON SCHEDULE. �
_� � ; � I I I� I : IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRL166 TOP C*IORD ADD(1)2x4 02 SfT-BLOCK BETWEEN TIMM TOP C44ORDS ATTAC44ED w/(3)
z � _,_�� . MAX OXO BRACE SPACING: �:,, : I
ACE OF , � i i ; �� � NAILS FM EA SIDE or-IX"BRACING. MIN_(3) SPACING WI-EN WESS EXCEED z
. . �
bi-EATHINds To BE IFLUS+41 Wit 11 APPROVED i ! , � COLUMNS TALLER THAN 101
;� :� I I i I . 1� - I �
11 I . . I ! �. : � i: PROP11DED-TOP C44ORD GABLE : .131x3"TOE-NAILS TO EAC44 TRUSS TOP C,�,IORID.
SLAB EDGE. :� - --1 FASTENERS I INTERMEDIATE SWEAR FASTENERS,PER SILL It I I : OR THOSE SUF1PORTWx ,%PITCW-&-o'c"e,�-I- ': ENGINEERED ROOF TRUSSES �%
: ,- __I I ; 1/21 did. �. I : i: ; -
.:; - : : WA-24)i6d r I ENGINE WOOD PROIDUCT: � %<Jfi PiTC44-&'-Olola ' ::�' ��"l ROOF TRUSS 'WJOI ATTAr-H CRIPPLES TO RAFTER OR RIDGE w/(3).13b-LY NAIL5 AND TO TR.155 TOP CHORD OR BLOCKING w/C3)J31x3" TOENAILS.
I - : AND SPACING. � :: SHEAR CONNETOR SC+EDULE ON S-SHEFT(S). �,, . \7VENTIONAL RAFTIS ST. (Z
1�1 � - - ! � -- ____ ---,-------,-- - - - W�00CP,Tnje , � � RIDGE - USE MIN.2x8 s2 SYP/SF:F RIDGE(RIDGE TO BE ONE SIZE LAR3ER THAN OVERI=RAMED RAFTERS)
....... --�__ N . 1� 11� �ILM To MATES �� I I USE PT 12 SYP&xfis POST. I� >36 PITC44-4'-01c ��'!� , �
I ,
_1 - --------- I ,. )61'THICK(MV AFIA-OR �I I)
__ ! � ROD UND. CKNG:ON INSIDE ! ; i i (UND.ON STMICTURAL PLAN) ;7 .i.11�.-.",-"�---,�".-,-!,.,.".-",�,-� - --1.1-11..
____ � . I r � i ,, , NAJL RIDGE ENDS To C40MMON TRUSS o ONE END AND TRUSS TOP C44ORD OR BLOCKING(SEE ABOVE)AT iOPPOSITE END w/(3)J3lx3"TOENAILS.
� %= ; ; r - Z- TL = @
i ___--- : TROTN'L MTL QQHM UOMMS AN040MMI RMS WALL. I 1:1 . i !� It 1, r "I TECO-RATED ILIALL SHEATWING.L . � : �,
i I-- - �!! ; ;I I :, i I ,� 1, � 1 4:
. . � . __- "_ L--- ____-, ,� - ____-___ :---- MATCW NAIL SIZE/SPACING I I ,i � I I - i t I - ; BRACE TOP C44ORD OF TRUSSES BELOW OVEF19RAMNG w/PROPERLY ATTAC-WED APA OR TECO RATED 5WEATWING1 PER DETAIL A/STI.
SIMF`50N'AT"(ACRnIC z - " � EXTRA ROD RECL FOR SWEAR-WALL HOLD DOWN � I �� ; : - � I--- � :
; -a *1 i I . :, ---- � i :_ NATEID FOR WALL BELOW 1� SEE TRUSS DETAIL "VA1_C4;NWI00I"(IN BUILD SET)FOR VISUAL PRESENTATION.
: -4 : � FOUNDATION- IN ADDITION To ANY ROM USED FOR UPLFr. : : � : � :� t , DESIGi
TIE)2-PART EPDXY, I � I I % : ,; - - �, !: I 0
L .. ; ,_ : I L : :� �
I � I .: �� _ _ - __ __ - - __ - - I
! -_�T � : : ! . Z,-____--- ", -_____ � I I __ ----
� I ! MONOLMNIC-STYLE I . . I 2x4 V SYP LATERAL BRACD L' GABLE. BLOCK ALL PANEL - - - --- ---�:--- �------ --__�--------__-___7777��___-------_�:7_�____�_______-I--------____-___------,---_______________-_______-__-_____________�_-----_-
. ; : f , .; : �
L � i
I- 0 � � :r : ! !� � ; �: �� � 5ALLOON � MATC44 "LNG
INSTALLED PER ! (i 4 I � . EDGES. FRAMM MATC44 EDGE NAILING =
MANLFACTUIRER'S ! I �� I ,�,,__.__________ 2x4 P2 SYP OCATS's I
! I LILI :r 1 i FOUNDATION SHOWN .� t � . : i POST TO SLAW5 CONNECTION I 1 w/(3)13bt3m NAILS INTO EAC.44 I - - - __
� i �1 � � � ! :1 : PATTERN FOR
I
INSTRI.ICTIONS. : - . FOR CLARITY,SEE �t .I I I i BEAM t WITW AaU44 C;PR AM"W/(0) :I TRUSS BOTTOM C44ORP. �so BALLOON FRAMING MAY BE USED WITH ; PATTERN FOR ,!
to_t y � i - C424NECT END OF LATERAL BRACE : 2X 42 Syp CXNTINUOUS " ____1_r_ 12'o/c ATrAC*M TO
� !1 : I ; : i f
- a I I I . ., I � I SPECFIED�W �,`
� Od COMMON HOLD-DOWNIS - EACH END OF EACH 544EAR-U41-1-SEC411EINT . I : . . ABOVE ; l6d A ATIQ OFR(1)WnWp 4 ATR. I MATC+4 SPACING#LOCATION I EITHER ROOF TRUSSES OR CONVENTIONAL � SPECIFIED SW �i � N
-4 . ! SWEET ST2 FOR r I I� i I TO BOTTOM C44ORD OF GABLE -FROM TOP IR or- ____---- ff
__-------I I I ! Vm0p L r . I �� TOP IE'S LLV(4)t2d
APPROVED :, NAIL � �, � ! OF ADJACENT IXO ORACW& . 'FRAMINa IN EITI-EIR APPLICATION,WALL 1 (BELOW)AT � (BELOW)AT i
40 � () W : I � ! .i j� : TRIOS wl M142Vs,145'o OR Ea � : 614EAR-WALL TO r � /-CZMMON NAILS 4 0)
4) � Si,4EAR-WALL SPAr_Nrj Ist-FLOOR SHEAR-WALLS 2nd-MOOR SHEAR-WALLS I . I :. i I I : �;
FOUNDATION : �r � 1� POSTABRAM i �i I . !
;� . � , �FRAMING MW 15E C-ONTINUOUS FROM THE � SI-EATWING;TO TOP : SHEATHING TO TOP i 1
K-� .� . ,� : I i I � // ADJACENT,PAPALLEL � !, U. I--
,q y 73 � DE51GNATION , � : : : i i �� :, 1 : I FLOOR BELOW TO TOP PLATES IMMEIDIATELY'� C44ORD Or-INDICATED :! C4401RD Or-INDICATED i ATTAC+4 TO MAC44
- I I PE"TYLES. PANEL PANEL WOOD-Tie TRADITIONAL WOOP-Tie , 'i : ;; - 1 1 i I
! TRADITIONAL I � : :, r� I z 2x STUDS CONTINUOUS FRr1M �, ATTACH BOTTOM C44ORD Or . TRUSS.ADID 131 x 3"NAILS : TRIAS CONNECTION.
: � li�� � qi L : 1! I TRUSS CONNECTION. i � I ADJACENT TRIOS W/
6 EDGM FIELD HARDWARE ROM WARDUARE RODS I i � i 1� FLOM SYSTEM TO BOTTOM � GABLE TRUSS To TOP le ADJACENT AND CONNECTED TO TO T14E � FROM TRUSS ec TO 2X : i I (3)upd COMMON
�: . � . t, ____ -____- --- '. I UNDERSIDE OF T14E OUTLOOKERS A50YE IE : : i,
7 �1 .. , :1 1: i. .1 __- --- jj--------,----- I CWORD Or-GABLE TRUS& SEE � �: ASSEI'�Y wil.13b(3"TOENAILS 0 1 : ANID FROM 2x TO TOP le- I ! - ff I
. I FASTEN STUD . I .. t t i . ' �, � .
. W WALL SEGtIENTS>_ 15' WALL OEGMENTO ', (2)C4516's ACROSS WALL OEC41ENTO > . I ,�. � I; .: -, , � __ I � i! STRUCTURAL PLAN. 66ole 8 E ITHER MTA12 STRAPS 0 APPLIED� I .i
� I ; I � . A GABLE TRIM 15 USED,IT tjAy BE : : i
- I . ! T11 � MATC44 EDGE NAILING � :�
. . N56-TWER I I --1------_---,,------_----_-q 1! 1�
, �
MR 20 ElDGE__j I - � ENCLOSED LOW.v NONE REQV. WALL M'LCW-v-NONE FLOOR SYSTEM TO O'LONCr.NONE 1 � I �j ; ;-----.--, ,:, I -1 ILI I . H 48'olc OR LTP4 PLATES a 32"o/c- TO TI-E INSIDE Or-THE WALL STUDS AND T14E : � PATTERN FOR SPECIFIED : �� .j W
! �i: i 4� I i, Oss :3 I--
! � :1 I ! DETAIL D-STI. ,� I - I /, J I 1 __ 1,
MENTS< �i I ! I, � I . ; A4EID TO EAC44 STUD WITH(3)131 X 11 I I dOossonso
. , .
i � � 8EGI IS'LONG.-(1) REGIV. WALL HEADER OR STUD REQ'ID. WALL � I ;i I � , ,I, ji �,I B.C.ATTAC -
DISTANCE - � I I ;; ; .i I I � I I I � - I ;i I�� , ENG-s.TRIOS -- 814EAR WALL 2x MUST � ENG.TRUSS --- _____- -i- ENGF.TRIM
I 1 L � � , M , ,
I i I MENT6�51 COLUMN BELOW w/lot SEC41ENTS,'15' : !1 , i : � : � I :T
. WTT16 OR(1)PWD2 SE61 .: I P"TFORM FRAPIM 311 AND T44E TjC.TO THE TOP PLATES w/J31 X � "r, �j MATC44 OR EXCEED
[ ; �; I I I -,
4 . , I .I -RIED ROM.$0 : � I
! -
r PARTIALLY LOWs.(V X"dia FLOM WOLD-DOWN LCWx..(I)Al-dia � � I : I � ,� __,____\_ 1i 15� 3119 4"o/c IN(2)STAGGE !" LENGWT Or%4EAR-WALL. �!
if: 6*o/c S"o/C . :I � : : ! 1! so BOTTOM C44ORD OF GABLE TRUSS,MAY BE I , 1,
i: ENCLOSED W0OID*T;6 ROD AT DAOE WOOPITIS ROD .. I I I ,i ��,�^ � SI-EAR-WALL- ; ;!
�. � � � � � I :! SWEAR-WALL-CONSTRUCT i I ;�
i: : : :
.
!! L : I � t FLAT,5LOPM,OR COMBINATION THEREOF IN IF)at OUTLOOKER 18 I PER SIPECIFICATION. � FIER SPECIFIC t
t .. I 1� �j
�i . :� . FOOTWJ(am �! !., !I
�I i i A"INSTANCE&VERTICAL WALL FRAMMI � i EITHER OR (6) :;! ;1
.: .
-
i! 11 . *_____� . i , 0 qq
I - - L !:
SIX (wi-dia (1).4ndid . - FC04PATION PLAN 1: t=BE CONTINUOUS FROM FLOOR 15ELOW TO � � 2x NEED . MAY BE ;!, 1!
�; I (1)WTT16 OR(1)PWD2 (2)CSI&V ACRO� � -1 I �,l - - - , I >32"FROM FASCIA EITHER OR BOT14 SIDEM :
- - ; BOARD,DOUBLE lot MAY BE SHEATHED. � ��
SEE SILL 1!SWEAR CZ*INECTOR 6C4*37JLE ON �: ENCLOSED 4"old 12'o/c WOOV*Tle ROD FLOOR SYSTEM TO WOOD-Tie ROD - FOR SIZE) �t � ,: ff 0
il + � + � TOP PLATES IMMEDIATELY ADJACENT,AND - - � � WIT14 �
O-SWEET(S)FOR SILL E-TO-FOLNIDATION :I HEADER OR STUD I� � 1: OUTILOOKER ONLY. . . 11
..
i I ;� �i---
ACAORAr � � CONNECTED To,BOTTOM C44ORD ABOVE so I �i � P_ .
ME WHEN USING WOOD*Tle RODS. 1; COL BELOW uL/16t � I I �I : I : 0- a
, :: �
1! MARTIALLY �! * I � , 0 M
,I I FLOOR HOLD-DOWN I !L PORCH POST 4 BIEAM TW
i 1 osEp 4"ola Boole :L ;: ,: � �; THIS DETAIL PROVIDES AN ALTERNATIVE METHOD ING � PROVIDES AN ALTERNATIVE MT140D Or-ArrACWIW.z
:i ENCL AT BASE �1 1, I ; X
.; � i i ;: A 6WEAR-WALL TO A HORIZONTAL(ROOF OR FL LIALL TO A HORIZONTAL(ROOF OR FLOOR)
i I i I! . � ;� :
1! ; CHAWGE IN PLATE HEIG14T � FRAMIW.s DETAIL 1U r ! 11osO- LJL LLJ (0
I (1)%*did wooDsTle DIAPHRAGM VIA AN ENGMEREID TRUSS,AID MAY 15E . Al VIA AN ENGINEERED MISS,AND MAY BE USED,11-0.
�i 5u (1)WM2 OR(1)PHD6 (3)C816'e ACROSS (1)Wdid WOOD-Tie i I� 1: �!
;L I :! � FRAMING T1,4E SWEM-W,Q_L C,01417114�TO THE UNIDO!* 4 1.11E 6WEAR-WALL CONTINUOUS To THE UNDERSIDE or-
!1 ENCLOSED 3-o/c 12-o1c. ROD(MATCH WrM FLOOR SYSTEM TO ROD NM TO SCALE . NM TO SCALA (. :1
� EMBEDADGE DIST.� HEADER OR STUD (MATCH HT722 : :1 1! TYPICAL GABLE-EN f:RAMIWj DETAIL - UXO ,: THE HORIZONTAL 84-EAT14M THIS DETAIL IS hQj AFOMI I CINTAL SHEATHING.TH16 DETAIL 16 NOT APPLICABLE W
i� � ! i t P_ 1�
� ;1 1! � WHEN C42MVENTIONAL ROOF FRAMING 16 USED, : VENTION441-ROOF FRAMIN61 IS USED,
�� W/3'X3'yY4" COL.BELOW w/lot EMBEDAEDGE DIST- � - - - - - I - 1----� ___ I - - � ------------�---77:�:---------_-------:-_-_-��-----------------------------,� NOT TO SCALE ;� . 0 .1 OO, 'ol
, i :
I L 8Q6hp__±QlsZ FLOOR woLD-IDowN wl 3*x3'*Y4" � I i 1 � .
I rARTlALLY FOR ADDITIONAL INFORMATION AND SEE TRIOS ENG114EERING; 1! .! I -C
I rNk_nI.oSED 3'olr- 8"0/c WA6M AT BASE 82kp__HQLE -DETAILS FOIR MAXIMUM o/c I 1�_____--� - ----- � - - � - - I - : OPTION 01 � :3
1 i i
W4_0+ER I j,__________, - . Q le- M- -
i F I I Q_N�G;DIAPHRAGM,REFER TO REPORI SPACINas OF:BRACW_& I; INTERIOR SHEAR-WALLS FAMING,PARALLEL To TR14W ABOVE INTERIOR 644EAR-WALLS RLMIMS PARALLEL TO TRUSS ABOVE
j -- - __ j �
-'N\ WOO-Me DETAILS 4 SPECIFICATIONS ;: ,-MR 4)Sd NAILS EACH END or-EACH FITMr I 1 1 EXTEND HEADER TO KING STUDS !�
,: DETAILS ON OONSTRUCTING A GYPSUM
, I - �
r5 , ;�� 0- 0
1: �� ICC ESR 13-38 4 ESR 046 OGYF`5UM t; L � - - I - - - - - I -� � I - - __-______ __---- - __--- -__ - __ .1 - �---,------------------,--.------.-------�-.----------------. ______-_
11 50ARD INTERIOR 4 EXTERIOR SEE Wa'Sl and WZS4 1-03 .;
NOT TO SCAM i i !, ff CA
"I,�Tl ALL UNDER-EAVES(80CFFIT)To APPLICATIONS,". FOR ADDITIONAL E-Wo � �: MATCI-4 EDGE NAILING -q
!!NOTES I)WAFtr>iE-PAMLORLI-&lARTSIOW.slOANALLOWAMEA,LTEFNATIVETOT+4E8eEr-FIED)(6"TWICKAPAORTF-r-O-RATEDWAL-L 1: BE E VINYL SOFFIT WOOD TRAO HAND)LING; .; Kiwa STUDS PER STRUCTURAL I- I � � PATTERN FOR ,7- ---I- �_
�;
__ __ __ ___ _____ ----.- ,. -- - - __----------__-------___�_,____-----------------------�----�.-.------,----.------__----------- --, , SHEATHING ONLY IF IDENTIFIED AS SUCH ON T14E STRLJCTURAL PLAK i ;I FLAK EXTEND ONE KING To TOP I I - I I- - - - �-
- - -- __ _� --_------ - __::::�=!�::_____i; 11 I � 11 : ROCIP/12LOOR SHEATHING
: : MATERIAL,RATED 41INSTALLED or INSTALLATION AND�DRACNG i; ! SPECIFIED 5W 2x4 02 SYP NAILER TO i ______ ---------------"-----_ too- Q W
1, or -__ )_ ---------------
1: 2)OPENINGS AND)OR PENETRATION&GREATER THAN 12"A2'ALLOWABLE ONLY IF IDENTIFIED AS SUC14 ON THE STRUCTURAL PLAK , � ,,
�� ;, FOR T14E APPLICABLE DESIGN DETAILS 4 INSTRUC.-rIONS. :1 OF 14EACER INSTALL REMAINING - -1 - .� : !�
2x V OFF BLOCKING,AS REO'D FOR RADIUOED-TOP I� _io I .0 : ER PER STRUCTURAL PLAN. � I (BELOW)AT
:
3)TOP V SPLICES IN OWI 4 SW2 DESIGNATED SWEAR-WALLS SHALL BE MR 48"LCNG w/ MR(24)EvIENLY-SPACED iOd NAILS. -1 i! KING STUDS AS JACK STUDS AND WEAD I I I . BOTTOM C+40RD or- � / 1'
;I i; I - . 1611 I / / / / / )`/ /
f� P1;ES6UREfi FOR THE SPECIFIC I + + - I -1 I I . ILV 10d COMMON*31 I
WINDOWS,uv(2)13tx3*TOE-NAILS PER END. i 4)AT LOCATIONS WI-ERE MR SPECIFIED TOP IR OVERLAP 16 NOT ACHIEVED,ADD(2)MSTA24's (ONE EAC1W SIDE OF IE)CENTERED ON,' I , I- :1 SHEATHING TO TOP IDE FULL-DEPTW . .: (D " N CO
-1 - 1, L
MR%"THICK WALL SWEATWM i� � APPLICATION,Qft%O THICK I I I- bK4 SYP CONTINUCQUO BRACING, �, STRAP TO HEADER ON � r :,
, �,
-_ �:
OR STRUCTURAL SWEET-SIDINGs HEADER ADJACENT TO �: EAC44 SPLICE.5AR5 ADAMS READ THIS NOTE AID CALLED 5=5-r-L DSGN CrR TO CLAIM A$100 GIFT CERTF. i: (MR)APA-OR TECO-RATEP I -1 I -_� !i UNSHEATHED SIDE w/(1)M5TA24- I- "1� , � C4401RD OF INDICATED I _&1 TWICK : EwniEEN ,�4 /_�/ 4 / / / �,I/ /
1� . I -, W/(2)ift TO EACM-1 TFUSS. !� I-�1.-� . : : . : 1
I: S)SECCNP-FLOOR SMAR-WALLS LOCATEP ABOVE CM WALLS SHALL USE WOLP-POWN15 SPECIFIED,FOR FIRST-FLOOR �, "I- I I � I 11'z 1: 77- - -_ : TRUSS CZNNECTION. L: /TRUSSES I* �
w/(1)ROW OF ad NAILS 0 3"ole TOP E-MR CALL OUT SHEAT14NG w/(p*16*o1c - 1� DO NOT SMICE- OVMAP t -I I . SPAN : SHEAR- /:/
.,
2- 101--OF444-6-8 CONNECTORS :� SWEAR-WALLS WITH MINIMUM ATIR EMEIEDI'lEl 6(INTO LINTEL OR TE-BEAM)W-REASED TO 1211 FORX"dla AND 151 FOR%Odle RODS. .: I I QR � I� I ,� . I 1 . - & 7--/,--/ ,/ / / / / ��
_'�,A�MAX 0 TOP IE-TO-WEADER 0 :: -I I I- I� : TECO- :; I
AT TOP OF 1*171%113(IN TO TOP ON STRUCTURAL PLAN. 6d NAILING.* ISLOCK ALL - " �_ I JOINTS MIN.(2)TRUSSES. ; I � I : ING TO
�� 6)AT LOCATIONS"aWS AN KrERIOR WALL 16 DESIGNATED AS A SWEAR-WALL,THE WALL MST BE C,Ol,#eCTED TO THE DIAPWRAM �i � ,I �: �I r ;
P-)AND AT BOTTOM OF SWN'G MAX.320old. L : UNSUPPORTED PANEL EDGE . I -I- - - __- - EXTEND BRACINGi TO END Oft �: : ENG.T�Fa" : SHEATH ad : / ,/ /I/ / / / / �!/
-
. :t .REFER TO DETAIL UISTI FOR OPTIONS- : I - - I t; FASTEN TOP PLATE -", I I WP"MR FOR I STORY : bd NAILS e I,
�Iz I I __ -- :r NAL I
%, 11 I- t L I Atm . . ISO 1��, TO HEADER ILI/(2) GN RWMDA/m
(IN TO WIDIPL). NO ADIDiTI F L _�_ - �--,I-Bl;tACED WALLS 41 ATTAC14. �I �,
I __� - . , - 16 OCK14G To / ,,,' /�,/ / / /,:
ie-TO-WEAPER CONNECTOR& . I 11 -3-k- - ----- � -t I - :1 .% 241 MIN.FOR 2 STORY �; ATTAC44 SHEATHING - - PANEL / I i
��j . i
-t- :. :5� �'. i. I � -
IN 1�11_ i i! � - ROWS OF I"NAILS* FASTEN SI-EATI-ING; W j TOP 319,31- �____ _ -/
- _11 !! �� �:-��: i i I I f ;
RECIT)UV TIRUSS UPLIFTS < . I - _. - I I TO MAILER ILI/Od E OLOCKIN53. - _____.___________..______ --
4�_ I . t � I , -----, 3"old(TYP). Sd NAILS IN 30 AS _'- I TOE IN(2) -7 ____
loco*.FOR HIGHER UMFM USE I 13bt3"TOE-OR �� ;� 14 -_L__C� �; COMMON a 3*olr- � ------ -T-.-
� ! i
,; : :; .; 11 .1, : � ! 5T i ;;
� I . TYPICAL $14EAR-WALL ASSEMBLY DETAIL 1: .! SHOWN 4 3"old FRAMING I -CONSTRUCT ;I DRAFT MDA
I �� L -
C40NWCTIONS AS SPECIFIED ON '--__, END-NAILS a KWs-STUID � ��,- o1c 5d COOLER 1: , � I r : i i �
.� I ! ,� - � 1: f I
. I'M1105EVOS I �, I i :
I I � : i I.
- i 11 � � :, :;
STRUCTURAL PLAN. __- - -1 -__ TO HEADER. 2x&WM WTTO SCALE ., i ( OCKM*,
�
i , I I -ATION.
__ �__ � -4" ; j , so IF THE INDICATED , ATTAC44 SHEATHWx ING2 BE CN . -
I - - - I /� NAIL6 Oft 06,1 Y4 ;: IE CONTINUOUS BRACIN40 16 AND SILLS I � i 1 . : :
I �1 DOUBLE e I i: !
lo ., � USE(6)NAILS, 2xS 4 i 4 DRYWALL SC;;1EWS. -� ;' A I LIED TO T14E OF T44E !� � : EMBEDDED STRAPS ; . i I CHECKED CmfR
I :� - , - -- - - - : i . . TO TOP R'S W/Sd OPP06M SIDE OF WALL OF or- I.
10 - 2XIV HDR5,USE M __- __ - j ;, fi � ARE NOT PROPERLY :I WALL ! � �: ;,
' . 50TTOM C+iORD(AND?, !! I . COMMON 0 3"old. 50TTOM C440FV NAILER. 1�� . ;I
, ' - - __ __ - � - - - 4 � i� I . i!
ZWNDCW HEAD-APPLICABLE ONLY 'Ll :, I I V TRUSS BOTTOM C;WORDS MAY-� . �: �I 1 1 ;.
131x3"TOE-OR END-NAILS ----' NAILS, 2xI2 4 ENG.U'�00 i; �� 1� (NON-COF411ER) �; � ;r
I I . !� i� SUIMEQUINTLY,THE G'IYP&JM !, I � : CAST-N-PLACE AT I i;, �
WHEN WINDOW DOESN"T A 11 � (1)WOODsTle ROE)ADJACENT TO BE BRACED BY El :1 �, I :I :I
I , I i: � �1 !:
a KjWs-STUD To WEADER. - WDRS.USE(12)NAILS- : C4NIG 18 ATTAC4.W T(O T14E !� DETAIL. MATCH I FOUNDATICINPOUR I . :. I SCALE NTS
DIRECTIL TO MAIDEM T E ;� STUD POST F PORC14 15EAM 18 I �� �� !1 I. �
2xb HDR USE(6)NAILS, i METHOD-THE CONTINUOUS N4 ,, I SEE STRUCTURAL : T1416 DETAIL PROVIDES AN ALTERNATIVE METHOD or-ATTACHING � ; 1 1 ;
2xa 4 2AV WID1140.USE(S) FOR SIZE 4 02-4NECTION(S). \ I� CONVENTIONAL LUM15ER(2x&,2AV, : :: :! I :, BRACING RATHER TPAW :i JACK STUDS PER I THEY MAY BE :� 1 i .i i
. ; t,
�i TOP PLATE MAY BE NOTC,WED TO : BRACING(SHOWN AT RIGHT)OR i MAX- - I ADDITIONAL I I . A&HEAR-WALL TO A HORIZONTAL(ROOF OR FLOOR) � TRUSS-TO-r-C4NNECTOp_ :, ��
,, . :L �� i.
� : I ;' !: DIRECTLY TO THE TRWW)THE .p STRUCTURAL PLAR - �I REPLACED WITW i �; 1 1
DIAPHRAGM I � � . !� DIAPHRAGM VIA AN ENG,INEEWD TRUSS,AND MAY BE IBM 11 SEE TRUSS SC44MULE
I t _0 : � .
NAILS, 2A2 4 ENG.WOOD __ ,- ____ - - -: 2xI2,ETC). (1)WOODOTIE ROD ALLOW PORC+4 BEAM TO BE LET IN T14E RIGID CEILING.x r MAXIMIJM eft SPACWS OF THE �i WEIGHT IOR CC*1NECTORS,ETC, 1 WTT22,8- �� i : DATE 10/13/05
- . ,STRAP TO HEADER I- ��_ - - FOIR TYPE(DTL AtSTV "7l i �; .
WDRS.USE(12)NAILS- - - , - - __J �_--�_-_----- \-(1)MSTA-SERES STRAP : ADJACENT TO EAC44 SIDE OF:POST TO WALL FIROVIDED T14AT(1)2x4 42 . -4- _+ 101-1 1184 " ,,--AN - - ,: FRAMING T14E SWEAR-WALL CONTINUOUS To THE LNDER61DE OF E �z
- - __ I __ .: (SHOWN AT LEFT). �! i ;
'f--::--_----__- 0 .; I BRAC11465 16 241. 1; ON UNSHEATHED SIDE I I . I ! i!
- - I ..rMBEDDED .I THE HORIZONTAL OHEATHINa THIS DETAIL 10 NOT APPLICABLE � / 1 � !� - _ ii
/ - -1 - - -� _r JACK-STUD TO :. IF PORCH BEAM 18 EWs 4EE RED SPF POST 16 ADDED TO EAC44 SIDE r j tu/(1)MSTA24. SPLICE(Ir �� � �� I
.
WCDOID RODS, __/ "�INTERMEDIATE WINDOW HEAD- WEADM 2x6 WDR USE :. I i , - I WRN CONVENTIONAL ROOP FRAMING 16 USED. STUDS/SHEAR WALL JOB NO. STANDARD
'r �
-Tie ANCI-IORING-s \ LUMBER(L8L,LVL,POL,ETC-) OF PORCH BEAM TO SUPPORT TOP � . _1/
� . �i STRAPS MUST BE I
I
�I �
MR DETAIL"TI,EAC-44 SIDE APPLICABLE w/DETAC44ED 12-STRAPS,2xZ 4 2AV : I It IN ADDITION,(1)WOODsTle ROD GYPSUM CA-Nrs DIAM41RACBM MET+4M CQWNI��WOOD ggurcma ren-101D :� I _.� EDGES 614AI-L I � PRAMW.1 PER FILM
- HPIRS.USE 18'STRAPS, : j � j� BE BL CC-CUR WITHIN I . INSTALLED w/ �! �
. I SHOULD BE INSTALLED TO F-AC44 ,1 -- ;
OF EAC44 OPENING,U114N 20 Or TRANSOI-VS)ONLY.SEE TABLE 2xI2 4 D-M WOOD,HORS. I . (REQUIREb UBE OF EXTERIOR-GRADE GYPSUM 150ARD ,! 240 OF OF WALL. I � ADDITIONAL PC.OF 04 '� 0PTIQj �4 5QFT.
JACK-0KING-STLID,ASSEIMBLY. SIZE 4 C44,IECTIOWS). :: I SIDE Or-PORC44 BEAM AND(1) : I; -T14ICK(MIN.)(24/0 SPAN r : REBAR PER SIMPSON :� OPTION *3 � D,F*Tj4 1 L 5
. I I: ,; ,
USE 248 STRAPS. WHEN USED LOTH"PARTIALLY ENCLOSEID"BUILDING TYPES) . Yo , �
� 1: -� I . I INTERIOR OR EXTERIOR OMAR-WALL*RIMING;
: - - : . . MTA24 SHOULD BE ATTAC44ED TO :1 INDEX)APA-OR TECO-RATED '� . I INSTRUCTIONS.- !� INTERIOR SHEAR-WALLS RLINNING,PARALLEL TO TRIOS ABOVE : -
iI ��I . I � � .
; I (1)SIVE OF EAC44 TOP IE CENTERED I� WALL SWEATWINS1 BLOCK ALL 16,MR FOR I ST
I I I . I PERPENDICULAR TO TRUSSES ABOVE W WEEL
-1- - lqu 11, I - I, I )1 "__11' _ : I : OR VERTIC.41-UES 6"To 11-60. 110 r:
�� (1)SPW4-6-8 CONNECTOR ;i ON THE JOINT. "" �; UNSUPPORTED PANEL aw I 1 241 MR FOR 2 1 1 -I �1 �
JACK- 4 KING-STUD(S) �i I I t 1 : : I
� I � 69- 1 _� ! , i ;I !
- - *OMLE JACK-STUD TO . 1, TYPICAL BOTTOM CHORD BRACIWQ 4 SOFFITS DETAUZ 2x 15LOCKWAL WORIIZONTAL _1 I I STHD14EW SHOWN ,.
PERCALLOUT ON !� I I - I I ;j � - ____- _- - � - --- , __ -- ----.----- - - - - ____-----------__------------______________._----------
. - I !! ------,----.-----.-.-----_________--.---___
I-OWOE IP. USE(1)LTT205 � � I I NOT TO 600" �1 APPLICATION REQ'D iu/STUCCO 1/211 did.ANC44M � IN R I I
STRUCTURAL FoLAK :: PORc-W BEAM MAY BE . � �;
. r I : .
/ a pi JACK-STUPS :� . I; EXT.FINISH. . 11 MR EMBEDMENT I APPLICATION ;!!
1
- , 'I . ��
/ TO FOUt,IDATICN USE(1) �I - - - - - - __ __ I - I -1 - _ - -,-- ___�i .1 -' 2-4-.3/190 WASI-IER( UNT14 CURB UIALL_,�
-WINDOW SILL-SEE T,15LE L - �� I i ,q -- -- - --------------------------- --_---i (2)STWDI4-EM�P I FLOOR
PLATE PROVIDED THE TO`tA '___�-��� - � -------= ___�1 .
I
9). WTT16*IStEU(OR �� NOTC.4-ED AINUAND TOP L -, 4 LL � I ! 11 ,, � i ,I . . R'iodebeck,
FOR SIZE A C47+1ECT1= !. __ J> I � . 15TRAM 4'INTO I MACE 2x4 RIBBON BOARD SHEATHINGs I -- C M
i L I :: !! ;.
INTERMEDIATE SHEAR --N MOM)JACK-STUDS TO DEPTH Or-THE BEAM IS> I I : ---3p)v 2x()02 SYP 11 ! I
, i; I� ,1 FOUNDATION.USE 61'111111:�,'I -15FIDMENT i: _.
I ,
WINDOVS)� FOUNDATION. � I I I i ' ,,_�, PT SILL fe. ,,; __ FOR FLOOR AND -1 I -;,-
FASTENERS,PER SILL le :��� 5-V41 UNLESS NOTED ON THE ., : �_ I Prolessioiial Ffigir,cer
I I � -
� I ! r I EW WHEN LOCATED ,!i� A - 4��, LINE"AT BASE :: . ---_- I
� I
/ I � STRUC-TURAL SWEET. I I �, ,� �
644EAR 00",IECTOR '00OW6)of �: I - �1 ! � : � ;1 WALL SWEATHING I
� ; I I :� I r �_ z OF CURB UALL. ,- ...-- ,_ - !
- -, - _ _�L�---___------ � � CUR15 WALL(DTL MT', I ! i �i : TOP C*4ORD Fl- Licens,:�, No. 26197
. � , - I I :� i - I; ATTACA41iENT- �-
SCHEDULE ON S-SWEET(S). 1,7---1 15E ATTAC44ED T - . - -7 - �1 �1 1 1 � I I ! FLOOR I ,_ �
. �- i - AND BEGIN'EMBEDMEW11 1 4 ,
; i -� .
I :� ; , I � I I INTERMEDIATE �! � : :. ��l : I .
. APPROPRIATE I �: i 11 AT BASE Or-CURB WALL. �� 1r,, � TF41W � I WEELM4D VERTICAL -M -
. - � ,! - :. T
� "I - . � ,� TRUM BEARING ,: . I r, Th�sd,_ ;n iAAand%,i1t1hoU,,,a_t�',
.
FRAMING ;� : __ANC44OR COLTS PER , �. NAIL POST TO PORc-W � -1- I+ t; � , Olz TRIJ55
� I "I : � . I I - -- �1 : _
! L ,I PETAL A/611, I Y , � � _ I - . : i: , zejl,�,'J��z�,gned ir RED ��!,,
-K. - � IIIEMBERS IN ,: I ; IlEADER W/(1)ROW OF: I +_ - ;i - : .� � 11 I
11 ACAC;ORD t i, . I I ; .r � - __ �i REQ*ID PLACIEMENT i I
ANCE t� I . : � � .131x3l NAILS 0 21 O/C. " - __ 1.- 11 � 1; : I.' .1 ,I i I -1 i
: ; ; � � I I, ; FOUNAIDTION PER STRUCTURAL PLAN1. � ;: __ --1
I I� 6 - � ! . - ROOF SYSTEM -,- , - ,�, - 1: @ � WALL FRAM . �
I I I : - - !!
I I , I - - - __+ t; 0 STI-10144)WTT22's i --
19 APPLICABLE L -9 N-0 �, OF OPTIONAL(11-0. I I I . : IING W�kd 0 6'olr-PROM C.ONT. Builders FirstSource
-A � I - 1� I _ - �: 2x4 To 2x4 15L OCKiWa
� ::
I I " ! �
IR N. It NNMANUF I& h. �, ! . ,I --- �. E 6 of Jacksonville
.: I I I I : - -1 :�
� - --- , _:1 - i; . �
INSTRUCT'll"4 �� �� ; I I . 1_' � --- _____ --- -I- :; � � � �
I� : : ; �I __ � - - P. PORTAL FRAME DETAI � FL CoA Number 00008494
- �: ; I : � - r5a I---- 1 1 T I . .I
I DIRECTIONO. I I ;� I � : � cl- � ,� ,- -+ !I �� HORIZONTAL 2x4 OFF 02
� I : ,: , GA PEF Number 004586
�� !1 ; I %\\--2x 02 SYP TOP It 71 ��_-:��,' I� 131 X 3' STI NOT To SCALE ;: 5LOCKINGA 15TM TRUSS
XL I I t I� 1 (2)ROWS Or-
.
Me AY40-�Q IRMO TRAWTIONAL TIETAL C-ONNIF ,. PORCI4 BEAM,SEE �1 1 :i I .I I : I� : ! �. .! !! R00FRLOOR e+.EATHNG--,,
WOOD i I _// ::,I PLAN VIEW or- NAILS 0 60olc
. � ! � : 11 I I
.1 ;, 1!
I :, : SHEET
FOR MINIMUM SIM : � 4 . : TRUS5 TOP C44ORP-____� ------.
.
:� STRUCTURAL SMIET : : i j I I I -OR C41QNER DETAIL
Ex'rB'R;C,R 4L�L-Cr-"_ t�44X-�rl:§Z OF<B!"t2C t�,P4�Ex�Cz^;�;RE E5 F,.��RT,EN�,,::,5E:: :I � I %"THICK(MR)APA :
F.,-ER OR�_-O-E',''N�,�E-�,�ER OR 5�'_',-C",f�"E/r-CC,.'qE F,E`4�C)SE �I ��-----------------,----.-.------�,--,--- - - ---- __ � _ _ - -- - �� - � - --- ___, _
-- - __ __�____�__=_ - ; I SEE STRUCTURAL MAN. ' TECO-RATED SHEATHING w/ !, � i - - I � � i: - __ - __11 - __�--------- --------- =__�__-,-_---
�- _ _ _ _ - ------- --------- � a � ,� . I :: F--________ __ ii ,
I __ 1� __ I- - - ,-- - -1� "I�,tjpU,�,P,�.,_4 O_,SN_;�_,F-_-"r ;I I 1 . I FOR STUD SIZE/SFACW1 � 6"I(Vold 86 NAILW.x BLOCK !� :1 ; 1�, :,�
L, __,��_�,t-�1-11:��_ Nrl�:�r� I , �! 1! . � � .i 1� . 1,
, .
- i i !, . :I . . X A � . . I . 11 . .I CONTINUOUS�2x4 SPF 42 LIN
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I ,r"!",E,LL�i_-4E:Z�-�7 -_-N-q.�::T-�7N �: I � :r !! �2 N N - E� i ,. I
_E_T_,_Fq:, G'/.-I,�,-�,_L,4E,S�,- !� �jf_�",�-iF:_7Lr*'� .- 5ER ;! X 11 - r : REMIREMENTS. ALL UNSUPPORTED PANEL �� WEEL OR END -----_ ;.
I .� , � � � I l� .�
, 1; � I � #ZE�ul;z=4-LN - �; � : I . i VERTICAL OF TRUM 1.
RE�,::e , .- - - �------ �. , wd--�;i L; : i� �= :; ls,�
� - �- � - 1. le_"�khz� 4'E:'�'_5 ------; _ ;; - -- - � �,_ (3)13bc3'NAILS TO EACH
I I ; &,�+ � _ I! ;; 2x C44MINEY i I I
1. 1, N.O � �-_-�-77�7!: i� I . �: . ,��� EDGES w/2x BLOCXJW-v. ; .� ! -,..
1�_,, 1.=$:.. el 1� I ;C � l� i - a i �� if� : ! [: : . I . ! I! __l
� ; PORC14 �, MEMBEF41A . 1 1 i i.;
1-1 , ____ �__ . �� ; I i i TRUSS vEW"ICAL 4 e 68o/c
- STUD P08T-NUMBER Or-PLYS TO !i � :! , ! I I
� * -----,- - -f- M---�-��;`--4-__-_��Z__--;;;;I WEADM% t, i; �
. -�--=--��--t=----�---4--�-�=��--�--�---�� - _�_�_ � ! I �� i MIN.360 THICK(24/0 SPAN INDEX) 13br3"NAII-So TO
.1_.:�-- Z01�X�C�E\4,L& ,�, 5-1 : 5-C 1 -4-5, : -1-3 : 3-iC .j-�,,- I �. I 11 t . ,
I - I - 7CE NX-5 I. �; I I i -EADER. STUID,POST SIZE !� 2x SPF BLOCKING w I !! � ,.: 11� ;.�
i-2"4 ; 5- ! ���_�� - __'____.� 1. _-----_)20 �
:� I �,--, � 5-3 �--C � 1-1 i 1. � r 4 MATC44 I /.13bc3l TABLE cirs !: il i;
- .- _____ - ,---,--- --------1�________1 - -___ ! -RATED WALL I
. 1, i I I
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- 1 --a- . -4-n- ; - " _�- -� r � __ _ _ � � _------- . !. 1. \I-
. I � -L �_ __--__4__________4_________ I� I tR APA OR TEECO
- � 4 , _,�,L ,-! ! C,-'_�' : 6-4 ; 5-'� ,�6-C'_"X Z'-LS N4'L._'1 i i � I AND GR.40E TO MATC14 WALL i NAILS o 61old TO TOP OF TOP I 64-EAT14 Ckil"INEY w/5/141s" 4 WX- 1; � ! INTERMEDIATE ISLOCKING�
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- . ii I I . ; SWEATWNG ATTAC44M To f
,,I- , ��_. ; _'L ��21_'�' I&-0'- X- 1��; -a .X I
. ; , _ _ _ I ! ! !! i, I �I
_ _ - -------_1_____________.___________ - � . . ,.� �
h - "-, - --- -------------*------------------------ � :: STWS UNLESS NOTED OTHERWISE E AAWH311BLY 4 TO TOP Or- �I HARDIE a/60/62 Sd OR USE C44MINEY . :, ADD(1)MSrAI8 STRAP ILV(1)
_5" " . -1_t , 7-I ! � � !: -
,-- --: g,?,-0-3� - � -��-F%��5 � I : I ! &,-i* : 6--, 5'-'t' (-C13*�a TOE N";__-� .. . MWING MEMBERS 4 BLOCKING; I
: : -
_X& : a-e, ; e- : ---�� � , I , :_�/Z: , . .:! �. ON STRUCTURAL MAN. C4NNECT FIORC44 I-EADER ASSEMBLY. I: 1/16"APA RATED PLYWOOD F_MIGHT. I I 110d&ND,*EA SPLICE
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- :j" -i I I I - - " - --I 4- �-I-------- 1-1--- ! -4" ; I____________�____ I ; . 7 : 0 ALL UNSHIPORTIED PANEL . i I
� 1 P, 1 1, �;C-��, ,.;50X!:''�,4�- .,_xi� ;1 !I-0. t
I- I C-1 L!.-�,a�>C- I ; C e'-b" a-e 1 e-��-- i,%,�-_��'SL�;,eox:Ai_, I . !! vA/6"42'olc-8d AT C4RIERS, I
,/,& . I - - _____---- � . � :1 :: �g N -N W1 I I
. - - - -
. - -C ; 1 ; __C_1 71 -I PLYS FIER PETAL D/STL _///14� . � EDGES NAILING PER CALL , I (COW.2x4 MAYBE OMITTED
. �
i ;: - 11 - �� � EXTERIOR WALL : I- I
" I- I I i! I'�, IF(1)MSTAVS 16 USED PROM M111
:I - 1��_ I � �� ;� TABLE ON DETAIL F/STI OR CALL I I , f
- "Ip-,F---E�Ilpr r-FlIC-t-r. FI-F%?-O�,!�A�L �_IPP',�4,�'=_A--Fr,OR Si�_I:C--�,�E�P-056JQF C F,4r�-F'�'__--SF� �,I � � IF THE HOUSE IS TIED DOWN USING � --s- �I_.- -I- - _f�- ----------- OLOCK-TO BLOCK AZ3QoSS 0
F,-,p��4,"�� C-F,1;G-F.��=p c�-,,,i-"0 �P::� : ;� 1: - . .
, - ___ -------____________ I- -, I i I TOP yl OUT ON STRUCTURAL MAR I
--;-�._____ --=_ ______ ---=_________T�=______ ____=________ __T�� - __ il - - :; �: � CONVENTIONAL.STRAPPING,RITER TO THE (1)MTS12 OR(1)MSTAIS �---.�-------.-.-,---�-,-----------�-------..,--- - E.A.TRUSS)
, �. i -1 I t I � , I I i i
11 �L'"X.`IU-,5�,-!"�EV',V_rOR t ,i -AX,Z-V',5�AN'---ENNC,FOR I I I � - I
I : ; STRAP FOR A SCIUARE . :
-'E�P_Esz 1. - � - OTRIJCTURAL SWEET AND DETAIL"TI :I 2x4*2 SYP 15LOCKW.,BETWEEN � r :
�
1� �'.,V���__-4E�- ii r.,:_-�.N=��;�71. -r5ER ,�, <�,IIBN UJ4�_i.1_6 5-' i.; C1'�1-1e1_1F.:;_.:�1'1. i ,�, 1 :� L I FOR PORCH BEAM C40WECTION DETAILS. i: ;;" CHill"INEY 4(2)H7529)'5 OR !L I 4
RE��O ;, i. pF0_,1R_-n,�,F"r's IRE�;Z; ; .;Frn_!-Fn-1 Fl�r;s :� I-, I . AT POIRCI-E8,NOT SPECAPICALLY IDENTIFIED WIT14 A NOTE TO'OHEATH PORC:W CEILING,'IX4 CONTNJOU5 BRACIN13 IN TIR1166ES,BELOW CHIMNEY WALLS �
-- ____--�_4 �-------�---T---�--==-=f=�--------- �i �,
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-f� -�_--- - _-4: i� TRLOS-TO-IR GONNECTOFL- I r :�
0 � - - !� a ! ! . j - C.0t,4JUNCTION WITH EITHE A VINYL SOFFIT/CLN'G MATERIAL Q9 EXTERIOR-GRADE GYPSUM CEILNG BOARD RA7rED (2)MSTA24'S FOR A �,
� ,,�,�� -_� , - i , !I :! I . w/(4)13br3*TOEAENP NAILS AT : I j,
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1\ � �? � a ! ic 1 : i � ss I � �� I rc . . w �, I ; � E TOP PE OF WALL
I 1. . � SEE TRUSS SCWMLLS FOR . I : �
--I--47---�--�� --I--�z____-�It i 4 ! �
7z --------------- .4� - I ..- . i _4-- ____�_.. � FOR THE DESIG04 PRESSURES FOR Ti-E SPECIFIC APPLICATION MAY BE USED I.LO.WOOI;p STRUCTURAL PANEL I EAC44 END CF BLOCKING TO I
- ;- - � I r ____ -___ , ; a-?, � p -__� -1_____I = ,: I � :i �
,�� �- I 4-, i �4� 1 3-C � .�-� 44--;31�- %�P_"-,-_5 :� 11 ! I , \ RECTANGLE C44WINEY a EA � [
_'1-; � �,'-0 , -:- a' . 4 : : 3, '� ! a 5 ',',�7'13'/3 '�E N,�_5 ,--,X-; I TOP CHORD TYPE(DTL A/STI) 1111111111111111111111111111111111111111
I . - � I SWEAT14ML THE bc4 CONTINLJOUS BRACING MAY NOT EXCEED 12"0/c(ATTACHED TO EAC-44 INTERSECTING TRUSS OR 2x OF TRUSS OR COINNER OF C44RINEY TO � � �i
_ _ � - ,-,----,- 4- _____.;________ _------ ------�------ -----------,-- --- r :: I
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_-_�-4 __�r � & - � 5 ,-,t[11 - --- --- - �
-; i -' : 5 : -;,�" -' ', 'OE N,;� I . BLOCKING w/(2)10d NAILS),AND MUST BE APPLIED TO T14E BOTTOM OF THE BOTTOM C .EIT14E I,tA AL MST �
&- , 5- -. ;:i�-C-31,3 TOE N,�-5 .----� �-- & 1 5-0 -;' ; � -' S-�:? �3 -5 : 4-IORP R TER i RAFTER.AT CORNERS or- RAFTEFVT14JSS TOP C;WORD i : j t
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� - I t t - I ______ i ____4------------ --------+-_------ ----- - - : I 11 : STUDS/614EAR WALL
. , -----�- - - -- - ----- - ._ . p I BE ATTAC44ED To THE 12"olo lx4's AS FERSCR15ED IN THE MTAL ONS ASSOCIATED WITH T14E&PECIFIC RECTANGULAR CHNINEYS,USE , OR 2x4 BLOCKJNG:BELOW. OPTION 4S
, - ,, ,; -, : 5 �,&�0 3'X 3 %1E N,�1_5 - i �_.A�l 1 5_c�� , .. -LATION INSTRUCTI I: I
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, _ i , -i : ;E�-- 5- FRAMING SEE STRUCTURAL PLAN.
I 1,� ____4 ---.--�_______�� -OR ADDITIONAL INSTRUCTIONS RELATED TO THE bc4 AND ATTACHMENT TWEREOF., � 111111111111111111111111
�� + - -- � � - __ - __-h- ____ _.____________� -1--_ .I -------�--- MATERIAL SEE DETAIL P/STl r ;: 2x8(ILD.2x4)w/(8)NALOADID FNTERJOR OR EXTERJOR SHEAR-WALLS FAMNrs
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0 w TYPICAL 0FENIW3 ERAM* DETAIL - UXO i PA2RCH BEAM TO STUD WALL DETAIL :1 RAFTER(TYP) Y FfRAMIW.s DETA ,� SHEAR-WALL 13RAC1WQ DETAILS .314 ---
- i � PORCH CEILIW3 15HEATHMs DETAIL i L I
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NOT TO SCALA Not TO SCALE NM TO SCALE �� @ . com
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FirstSource I Builder
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11- 1: 1, 4" GONG SLAB W/6X6XI0A 1 2-9
en� i 1
4)= i I ;, � 0 5
-Cc� 1! OVER ro MIL VAPOR 5A R �
11 SEE STI FOR VERTICAL LUALL CONNECTION. � �i
= : CLEAN,WELL COMPAC D FILL � (TYP. VERTICAL REINFORCEMENT): � 3U
i, ! �i
=r- ! ! �
li I av
i, i 05 DOWELS * COI;a,MRS 4 24"o1c :
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U_ I :�MAY BE USE OE;l HORIZONTAL. M T_
�1 411 GONG SLAB W/&X6XI0110 ULF : - - - - - - I� 05 HORIZ. roll FROM ENE)
STRUCTUfRAL r_:;ENEfRAL NOTES - /r-- ;[ THEREAFTER - BEND
. ;� OVER ro MIL VAPOR BARRIER OVER :r,�AS BRICK LE .1
i!1 ;I !
� t � i: ALL DOWELS 0 TOP 4 BOTTOM, ie 48" MIN. OF VERTICAL$. :
. CLEAN, LL COMPACTED,TREATED FILL 1� L. (TYP.VERTICAL FrEINFORCEMENT): 05
X 0 � SLOPE GRADE, , � ;:
- I
I i I EMBED MINIMLtl 6" INTO FOOTING " . DOWELS 0 CZ>RNERS 4 INDICATED o/c
.4 ___ - �- )- � 1, (1)45 RE5AR EADER COURSE 1! S HORIZ ro"
- 1 4 =AFTER - BEND ALL '1211
1 I: ;2 SLOPE -1 1 /443" INTO SLAB (GROUT ALL I SPACING THERE
- DIMENSIONS ARE I ff W.- - , li T
: .. I I I FROM END Of
b F- GRADE , i I .. CELLS SOLID) DOWELS is TOP 4 BOTTOM,EMBED MINIMUM -
C 0 1)E.5 L_ - - - - i / /'
I - . I MIN.r_>15TANr_';=5 I 00 __ __ �� i �, ____.�_ - ,� -12" INTO SLAB (GROUT MIN- VERTICALS.
2004 F:5C-R 11 � I-- f- , STOR 51ONS I - - - X_ Co" INTO FOOTING / 10
I = I 11 d) : i� 05 VERTICALS � . � . 14
A5CE -1-02 1 � CLEAN COMPACTED ; d) -i I .. I(O DISTANCES I It i ! . - -1 I i ____J]� = : ALL CELLS SOLID)
S�! t L - : �� I------ .� 0 24" O/C 1. � I . I
I 0 . -..I"-- 1 - - : 4 V ;
2001 ND5 * 0 SAND FILL t I b"; : I ),
,i = . !�f I : I I -
-.12 L I :t : I .1 I - _-2-1-
!: 7- ,_-_ : 't
; : I ;; . I �I
ACI 316-04 ;; Q - I r ! __- _. . I. � %4!1_ -
,� � 05, YEWICAL6 19 o/c ISI&ACIls* �,9 .
I ** EMBEDDED STRAPS I 0 �: � I r �
I � - Y_ I 0 0 :-: 1! 11 . . I I i � : . � : : i �
1! I (TYP.HORIZONTAL I I ---- �� . ��- - � 1 I-
__._� \ . I I : � I - - -_ - I
I r ---1!--,--- 1; I t I . . . L --.--.
i I r- UVO BRICK REINFORCEMENT). S DOWELS ��: RE INFOR!C-EMENT): (2) . I I 4
I MUST BE INSTALLED w/ __ TO 12 COURSES' 24"
,
� ,
115LOPE OF �/ ADDITIONAL PIECE OF 1*4 ,r, , _ :� 11 !I � 12 < 13-1/2 COURSES: . . I I -----_ roll;- -_
I I � ADD CLEAN FILL AND .
I . I t ; :
GENERAL: i� I 1% __> � ,� olr-THEREAFTER - BEND WI.I(MWII)LOWGITUDINA � : I . Bu 'llders
. � I I i - - _ .
CiRADE!rb I - ,� I I 1. COMPACT IN 12" (MAX -1 - - �� !____
A. Design Is volci twelve months after date of original issue, unless updated to current cocles and practices applicable at that time. ;! RE5AR PER SIMPSON � � :: ro 11 M. . 13-1/2 < IE� COURSES: I --- �---- - ,
.� I ! . I
.i (TYP.) 3 :� . i I - i L 1) 4 50TTOM,EM5EC> WIRES SPACED 0 16" . I ; ; � 11 I : ____ -_ !
5. Do not scale. Use dimensions from the architectural plan. Notify engineer immediately If discrepancies are Found between plans. 1, W1 BRICK INSTRUCTIONS. ss �. I ; I . � � - ;-_____-_
� j 1 MINRMIL11M TIW-s A211 INTO SLAB t, I � � I : .
1i i PROVIDE HORIZONTAL ! -fr--
I :� � � I . I , 7 .- . -- i : .____ ,-I----
ii �_ � ;: I I r . -1 - - __ - I FirstSource
C. All details "if be in accordance with instructions from manufacturer or designer. 1 .1 (GROUT AL OLID) �, REINFORCEMENT WITHIN 1611 _. - � 8" CMU, FILL ALL EL X �- - �
i - MAX. STEMWALL 1i I � � - -_ ! ; : ----_
D, It is the intent of the Engineer of Record that this work be In conformance with all requirements or the authorities having :; I STORY F0OTIW_ s SIZE ,� - � � � ; . � I of Jacksonville
. ;i : I � SOLID.w/ 3,000pel U . I . i �
1: : Or- TOP AND 50TTOM Or- . � � I - - I - -_ i . ___
� W10 BRICK 12"WIDE W1(2)15 OR(2)05 CONT. , a" COURSES. FO I STORY if ! i � - .
1; , . r
,
jurisdiction over this type of construction and occupancy. All contractors are responsible for the means and methods of !I r W/O BRICK 16* CONT. I� MASONRY STEM WALL. : I . AD ILL AND
i W/BRICK 20"WIDE(INCLUD[Wa LEDGE)W/MS (5) 8" COURSE E � .
constructing and shall do their work in conformance with all applicable codes and regulations. I 1 W1 BRICK 20"x CONT. �: � . : N 12" (MAX-)LIFTS. DESIGN CENTER
�
1 i, : ,� I r r
2 5TORY DETAIL ]A/ : i -_ I I I
I � I � � �,J,
E. The contractor shall verify all conditions and dimensions at the job $its prior to commenclng work. . ! ' - LAP ALL REINFORCEMENT MINIMUM . ;
; 2 STORY ;: --- . I- - I I
.
W10 BRICK 16"WIDE W1(2)65 CONT. 1:>EPENDI IGHT. �: 5" CMU,GROUT ALL CELLS 40 DIAMETERS AT ALL JOINTS. -_ I
F. These documents, as instruments of servfc�e, are the property of the Engineer of Record and may not be used or reproduced , I W10 BRICK 20"x10"LLV ,. 05 HORIZ D-HEIGHT. i - - I I . 6550 Roosevelt Blvd.
W1 BRICK 24"WIDE(NCLUDIW-x LEDGE)W1(3)W5 � � i .
! I I :, �� SOLID. MAX.(10)COURSES. i I i
W1 BRICK 24"AO"W1( 1; i i --_ - -- !
without expressed written consent of the Engineer of Record. ! I I - - �
I ;� i - � � I I I Jacksonville, FL 32244
� i
:t 11 I : t :- ----
G. All details and sections shown on the drawings are intended to be typical and "Il be construed to apply to any similar : ; I - . i I �____ . _1------ I � Tel 904.772-6100
I
!� TYPICAL FOUNDATION DETAIL I TYPICAL FOLINDATICIN DET i; ; , - (TYP.HORIZONTAL
: i i:
I : HORIZ. 0 EACH
! :; I I �
,: .. , � ADD CLEAN FILL AND . - i �
situation elsewhere In the work except where a different detail Is shown. ;i : 1,
Nar TO SCALE ST2 WT To SCALE 1, : I REINFOFb,"EMENT)-. (2) -_ Fax 904.317-2835
; � I . -1 i� -
-e to Insure the safety of the building � i� COMPACT IN 12" (MAX-)LIFTS. I i 4th COURSE
it I - :.
H. It Is the contractor's sole responsibility to determine erection procedure and sequenc I ;L I - I- . - _____ - ___________.____ - _______________________;� .t . WI.1(MWII)LOW_%ITUDINAL
1 i, I - - - , - - : I
and its component parts during eroction. 1 : � .
t� , WIRES SPACED * Ifoll O/C. - - -
;� :1 1: t I I
11 4� I----- : TIW3 SEE DETAIL BELOW I � THIS DOCAAIENT,ALOW_%WITH
J. Temporary Bracing- ,� i � : I - DARD FOO 11 PROVIDE HORIZONTAL. i I ---
** , i: i . � I t _ I --- - 12 -ENTS, 15 AN
I 1____`- : ! I
MBDD i �� - : ASSOCIATED DOOJ
Contractors shall be responsible for all temporary bracing that is required during construction to keep the structure safe : SEE STI FOR VERTICAL WALL CONNECTION. :� I INFOf;ZC-EMENT WITHIN 1611 t---
i :1 I � � ; i RE -_: - -
I� i - . . t - -_ _� INSTRUMENT OF EWsNEER'S
� STRAPS MUST BE :, � - : I ; I ! , i i i �
I i OF TOP AND 50TTOM OF i : I
- is for the completed structure Only. .1 I � _____* ! i � � � . . I i ! ----___:
and plumb until the entire structure is in place. Bracing shown on structural drawinge � : , � I � � . . .
,i INSTALLED w/ i, 1! -. � �. . SERVICE FOR THE EXCLUSIVE
5 1/2, * MAX. ;r 1 I � MASONRY STEM WALL. - - ___ 11
; 11
i -
i r ADr,>ITiONAL A50VE SEE 5TI FOR VE !i i i�; � . !- I 1.1 . : � � . I i ;-_ i I ; 1 w.UlOOpsl GONG. USE AT THE PROJECT TITLED
FOUNDATION: �� L. ; i I I . � - I - I i
- 04 5 1/2" WIDE GONG. SILL TOP AT MAIN i; i : , ! . ,� i w/(3)45 RE5AR EXCEPT: HEREIN. CWORMATION DERVIErD
i PIECE OF WALL CONNECTI It i - I I I I � I L : . I � � i-_
I I . . I I
I
- ; I
A. This design has been completed In accordance with pertinent standards, recAommended design soil parameters, and aco-epted 1! RE5AR PER ,�*SLAII LEVEL. TOP-TO-GARAGE FLOOR �: 1; t 7 I . I I I - � i .- .. r I I ---r- I ! WITH BRICK,USE 12"d FROM THIS DOCAI-ENT,A1-0/OR
:� I � . I :
1 (I)S CONT. IN UTIED �: � � I ; I i - I . � . ! / (4)05.
,: VARIESt MAX 51/211 (HEIGHTS EXCEEDING ::, .� .1 . ; ASSOCIATED DOOLIMENTS,MAY
engineering design procedures, and is based on the best information available at the time of completion- The design is intended : SIMPSON : �� : � I I L - - - - I :-
1: I I . - I
. : . I I - I I - - -11 4
: WIDTH REQ ADDITIONAL ANALYSIS) 11 U-15LOCK ; : I � - I . NOT M UkED "OTHER
I
to minimize differential movement resulting from the heavin!a of expansive soil or settling of subsurface soils. It must be � INSTRUCTIONS. #-, �� i; I I : . r I . : I � I .� 0 1
� t 1: : _,* � - ___ WORK(S)OR PROJECT(S)
.� I TYP iL r I I -_
.omponents will undergo movement. Any subsequent owners shall be appraised of the soil condition I 1! i - . I :- - I �
recognized that foundation c 41' GONG SLAB W1(Px&xI0A0 WWF �: !: � i - � i- - ; � � WITHOUT THE EXPRESS WRITTEN
I i� 1; I � __ -
1, �� . � -_ -_ . - -_-_
and advised to maintain good practices In the future with regard to surface and subsurface drainage, framing OF partitions i, OVER ro MIL VAPOR BARRIER OVER I I i I : I i I I I �
. : ! . . � PERMISSION OF THE PROJECT
::i TYP. VERT. I I i
l� 0 Ck FICLEAN, LL COMPACTED, TREATED FILL ! � I � � -1 : , -
above Floor slabs, and finish work above the floor slabs,atc. ;; Z W �; ,4
1; - � �: i I �
. it 4) - � REIM::. 1! ! ENGINEER IDENTIFIED 5ELOW.
.: #4 1% � I 1. I ST FOOTNG SIZE I
B. Design has been based on a non-expanalve soil with an allowable soil bearing capacity of 2000 per. Active EFF:1- 30 pcf (level : n Cl SLOPE :1 -____ - !i! -1!1! '! .
� I__ - -, I I . I� W/o B Ii W1(2)P4 CONT.
It '. _� � �! -----:�i !,
. . i:- .
back slope).Notlfy the E.O.R_ and cease construction fr adverse Or otherwise non-conforming conditions are found to exist. Z tu d) I _�: �. i 11 :
I� I-------i � !i I fP,Ev OESCRIPtTION
I . . I I
:: GRADE � I I I i I : : I ;i,------:, 11 Wit BRICK 20"AO"LLV(3)114 OR(2)15 CONT.
,, Lu(a 0- i - " - , 1! !.
!: I� ; � I
I :�
C. 5ackrill adjacent to foundation walls shall not be placed until the walls have .sufficient strength and have been anchored to 1, 51 1 - - �i. 1; -OR !; 2 STORY
! :I Y_ 1; �� : , . [CAL FOOTING - SEE I/ST2 F ,� �
: - �I � :�:- - �t ; . i
� 3 LU CLEAN COMPACTED I I - !!- - ------- I I
� , 11 :; I I/OS GMR, st a I RW
!� 1 1:�-- ----,,--,-, sizk/REiNFoRcEmr=NT
the floor system above or adequately braced to prevent damage to the wall. ;: I - I : ,--,- ; .i W10 15RICK 20"xiff"W/(3A4 OR(2)05 CONT. I i
I- ; 3:!i___. !!- _. . -_ : 1;
: I. !,;-- 1,f 1! :
D. ReFer to the Gootechinical Engineer's report For all soil and/or site prep requirements necessary to achieve min. 2000poF soil i ;�-t d) SAND FILL I ii- __ I __ I[-- - ': ; W/BRICK 24"AO"W/(4)P4 OR(3)05 CONT. i
I - 0 � � �� _ it ------- t. �:1, i. 1.
- 0 � ,. I----i 1. . I I
!:I --- I i ;---�:;i -!::!_. -_ 11
I ; - - I i t 1 . ! 2 I/I& D-CAY, CORR. RW
.I
bearing capacft�. In the absence of a Geothechrilcal engineers report the site/soil shall be prepared to the satisfaction of : F-a "L- I'' . I i; �� I I
: - :r ! .I .
the building official. ii�t-- I t I I 1.
. .- -_ ji �
I . i i 1 3 21ro 2/872 STHDI4 RWI
-0 I � - ! r
E. All foundation pads "if be Formed to proper dimensions as indicated on the drawings and centered on column or wall U.N.O. I I I : - - !
.I : - ____
� i � I 0 �I�''. ii
F. The location or Foundation joes, steps and top of wall elevations and connections are critical to Foundation performance. � TYPICAL FOUNDATION : - 11� :i: :; 10<15 COURSFES STEM WALL FOUNDATI
-I !:;-__-_ �
:, I i� :;
These items are shown on the plans but may change during the actual c,onstructTon. As a result, this clesf!@n ran not address i� - Li:; -__ ii FOR STEM WALLS WITH 10<15 COURSES 4 GW,GP, 4 2/14 GEN.NOTES RW
:!I 1: 1i
proper foundation configuration unless stated specificallyl the drawings. :, IMENSIONS � I � i i SW or SP SOILS to 300 PSF LATERAL LOAD
� A" I i _:____ ,
, I I I I �i
11
:1 PIN. DISTANCES I I :1 ;: &<10 COURSE$ STE11 WALL FOLINIDATION ii
i;
G. Cxtreme rare must be used throughout construction to prevent movement of reta InIng/founclat ion wall until structural system ;i 1. ;. 12)i -
0� I! 1, ii �
; l� ',,.�T2 FOR STEM WALLS WITH 6/10 COURSES I
:)mplation. It Is the responsibility of the contractor to adequately shore the walls throughout construction to maintain �! it �
ii !t �.
. � i� ;I
,
It le Integrity of the design. If unsure what course of action to take in order to provide adequate temporary bracine/shorine, i; I �: t,
i I
FOUN FOUNDATION AT QARAQE I �
1; DATION AT GARAGE � ��
(�ontact the engineer for additional consultation prior to proceeding !t
iL ,: �
; : �
1! WT TO SCALE T2 : ,
t, !L HM To SCALE
I . 1:
:1 :1 1
ii � - I - it - : - - - ___ ----------- - ,� __ __ :
- - 1 __ - ___ � -__- - ,--- __- ,------ --------- _ - I - __ - ==.____.,____ � ____ - . � - I - - � I- __ I - -, - __ � - - __ __ , ___ ------------ __ - ___ :, ----=--------=-�-------------�-- -----------------
if , - ___ __�= ------____=_ ____� -__ __ ___ _______� i __ -
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,
CONCRETE: I : :1 i
, L' ,� �
t � It 1 4" CONC SLA15 W1 roXroXIO110 L1WF
, ;t i
I I i: i: 1:
A. All concrete slabs on grade shall be the thicknems as IndIcated on the drawings over minimum 10 mill. polyethylene (visqueen) AP 5LA5 RECE55 SLAB 3/4" it :
:i : ___� SLOPE 3/4" X 12" !
�. � :� OVER & MIL VAPOR BARRIER OVER
I ii J I
vapor barrier. Such slabs shall be reinforced with bxro WIIAAA UAIJM lapped 811 at adges and ends in conformance with ASTM-A , THRESHOLD . I AT GARAGE DOOR I
I :
i EXF_ JOINT , CLEAN,WELL COMPACTED, TERMITE
I :: 411 CONC SLAB W/6XroXI0A0 WWF:
185, or Fiber mesh ReInForcement shall be used with the minimum 2" fiber length at 11bJyd complying with ASTM C 111ro. � DEPTH = STUD + I I i � :
i TREATED FILL
�: OVER fo MIL VAPOR BARRIER OVER .�
5. Fill under concrete slabs shall be clean &and free of debris and other deleterious material.Fill shall be compacted to a denafts : OUTSIDE FACE i. ��
!i CLEAN,WELL COMPACTED,TERMITE :�
�
OF at least (35% of Modified Proctor Maximum DrS Density (ASTM P15571).Fill shall be treated with the termite poison before slab is I RECESS 5LA5 3/4" ;ii I ;!
�I r . �� GONG SLAB W/&Xro TREATED FILL :
I
- -
placed- ,� � - . I i:
" GONG SLAB W1 0 WWF I ro MIL VAPOR OVER I
I ;_____ it I- 1� ,
C.Footings "if bear upon undisturbed soil or upon soil compacted to a density of min. c35% or Modified Proctor Maximum Drq Density !' R 6 MIL VA IER OVER - - - __-, _: ___ .i;!---,,--.� 1; ,WELL D FILL , %
: � - �! it �
!i i r -_ I : --- ; 1. I
(ASTM D1551) for a depth or at least two feet. (2')below the bottom OF the footing- I D,TREATED FILL i . � ;-�- - ;1 !-_ :1 - I = d) UJ
!i i LL :1 ! ,::: .I� TYP. SLAB It : 5AW CUT IN 15'x)5' GRID,
:1 ii - . � I .. I I ----:-,i�[----- I . . . .' ' 1, . .. . ! i: *1
1; r : ___ .i - -!t ii _. .. . . . - .
!:. : . - - - - I
:, i� . �I _ 6 ti . ... . . . 1 I" DEEP UJI41LE CONCRETE
i - . , .
D. Where shown, cores of block masonry shall be filled with coarse grout or pea gravel concrete with the minimum compressive t .I t T, . . :. / .
�i !, I -_ - ,"----- I, I . - .. I ., I \ - >
- __�I - �:E T :
strength of 2500 psi at 25 days. � i� .: . -- . .1 ; � 18 WORKABLE (WITHIN 12 PIRS OF PLACEMENT) .. - . _. . . . . . . .. . .. . .
t, i � � : - `1 --_ - .� I ..:
: I : - ;': -- - , --i i i 11 ... -.----� .. . . . � -_'_. ..
.
. .- � . : I
.
.
/ !I --- ,�1�- I;, :----- i , , � I . . , . . ..- -7. . -� %. . _.- � ----_: - _J
�I :, - 1-___- i! i . :: : � i -. . ..
! i :; -! - 4 - : ;-_ .. : I i -- -- - �, .. .. . . .. , _mmmmmim
I. -- :f! . f- , �t I �i � �I . . . I �
E. Detail reinforcement In accordance with ACf 31E�, C>etafffne Manual. Minimum concrete cover for reinforcement ,: ;I . �; � ; :_ : , , .. .. :,
- . r ; i . = I . - . . .
i . I . 11 -_ , .., . :,��_ .
1: I ; t - ;; r� -----::�1: i, I �: . � .�41�:,* , : : r i ---:7����:-�_-�1 1 <
�: I i , "
t; : :_ - I::!-- :-�! , I !! . __ ' . .. ... :____i�i i-I-
� .: !I i, :.:-- r.r . . . ..
shall be as follows: i� 1; I I ICAL FOOTING - SEE I/ST2 FOR �� I I I-- :It. - , ': - ,� ! . 1111I.- 1. - : 0 '' 0.I .- _-_-_�1
1 ''::
i! !:--- �i� _, :i it : � 11 1: -- - ::!!- POR BARRIER .. .. . , . . I�� - : -45 1.
- - ;�� -- !4! -_� � �: . - - - - . -_ ---_ . ,____i:�!-.---
�, � I . :I . LL . - ,
1) Concrete cast against earth 3" �L, ACTED - I- ,-I I--.--, . - _ :3 �� - i � . I I . .. I � Ste - .* I - ,. - -- � �I____-_ I- _ -
.� .i - '! SIZE/REINFORCEMENTz� I - -_ 11 . . ; :I 1. '':�r.
Ii 4. - -_ ;�: .1 1 1 . � _A ! -�-.- i , -_ I _. --� _ __ I to
: 0 0 �. I i-_ .� ::,� P I . ,. - ..I I
I �:,1 1;I: -- ; - � 1� I ,
____ - it I I; ;, I r � . I r- - I I -I: -
2)Formed concrete exposed to earth or weather I-In" I 1! ____ I ��!i- - I ! i - ''I : I I 1 -:: � !�______!�;
. i ,, i I ��!!---.;,
i � � - . ,--- --7- 1 1�I ,� ! �� I - I I I- I .. . : I I I - �:t --_ I I] __ I�1:
�. I ! .� . I i�!
I I : - - 1 1 . . . . � 1:__ I __ �__ ___ � __
; it''------ � - . � .i i it
3) Interior slabs, walls 3/4" � :: I � , - - -- - 1 A5 CONT. I
I : . I ! �� :, 1 (2/
I ,; t� I� - i I : : -_ I I
i : i ,!:! : I 1. C, � i I I . ---i L 1,--- -, i
�. .
F.Minimum compressive desl_gn strength or concrete used for foundations and slabs shall be 2500 psi a 28 days, . I '! . _i,_._ i � I - - 1211 . � I i r - I I . I- . � - :i ______ � 0
I - - 11 L 11 I : - - -_ �I ,- - _
: I . . : : I I :,�i
G. Reinforcing steel shall conrorm to ASTM A615, ,grade 40. .r [CAL FOUND � __-_ . --- ; - ;; I I � :� " I I - � 1611-- _ !- T; W Z
t I * 0 ;; 11 11 . r I ,
i �; :1 � I - ______ k . �i
H. Longitudinal reinrorcing in Walls and Footings shall be continuous at corners and intersections- Matching corner bar& shall be i I ,;!; . I �� - ,A--- -
It , � - - _�;! - .! . : __51
it
,i t it 1�
I I r�__ : L!!: __ : I . 1 I 5TORY
:. :1; � i � .:
used-Minimum lap OF reinforcing shall be 40 bar diameters, but not less than 20". ,� � ;- - 11 i I 0 .4
I :r i,
J_ All concrete operations, including but not limited to mix design,mixing, transporting, placing, rafnForcing detailing and placing, I :1 . �- ___ i t; � 2011
_ii 1:
I . ;____ !I ;:
i . 1,
i i _._____1-1___._ i I
curing, and testing shall be clone in accordance with the requirements and application OF ACI 301, "SpeclFications for - __ i I W
i ig
i: - 7--:- I i 12 STO
I ,
Structural Concrete". ii TURNED 0OUN E . Z LL
i� �i CONTROL JOINT-FOR CRACK CONTROL �.
I: I
14 1; �
�: FOUNDATION AT SJ3D, FOLINDATION AT &3D. !� 0 SCALE �! INTERIOR LOAD BEARI
; -
�� NOT TO SCALE :
;i t
W 0 O D.1 I, 2 NOT TO SCALE NOT TO SCALE I NOT TO SCALE
:1 i �
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L
!: , () 0
,: .i �
I ��
A.Framing lumber shall be as Follows or better: : - - I - - -__ - ____ ---I'- ___ __ -- - _"-- I - - - .-- - - - - - - - - - - I ; - _ _ __ - __ - I 1_____L__ ___ __ ___ - - - _____1-------------------__________________
i i - - - -,----==- - ______� ,--_- -__-- - _ - - .I i,
�, � (A
,
2 x Rafterb/15eamb/Jolsts 02 SYP 113% M.C. I : 1i : i:
i �� it i 11
I-Jofbts Provided by TrusJolst, or equivalent. 11 : I � i
i � �:
I :i
;, .; � ! I- (P
Engineered Beams ProvIded by TrubJolst, or equivalent. l� HOR.,5L< � , ;�
It i 4" CONC SLAB LU/ roX&X]0110 WWF � i
: I � �,
h
Plates *2 5YP 19% M.C. ,t SIDE I OVER ro MIL VAPOR BARRIER OVER !
� :,
i
1� ,� I 4" GONG SLAB W/ roXC?XIOAO ULF it
I !
,r � �i I CLEAN,WELL COMPACTED, TREATE FILL t I A*
:
studs 02 SPF 11b% M.C. - Typical - Unless Noted Otherwise 1, : r T OVER ro MIL VAPOR BARRIER OVER ;
: ti i
I i! ! I . . . . - `
5. All nalls "If be "Common' unless noted otherwise. : i� ! . . . . . . it, . .. . . . I I CLEAN,WELL COMPACTED, TREATED FILL
�! TYP.SLAB !I . .. . . .... . .. .-_�___��-L___:'�. . �
� �� . , . __-- - - -
I-1/2" 11 . , . . . . . . . . I
C_ Where not otherwise shown on plans, all nailing or screwing shall be as indicated in the codes , � I = . . . /I _. . I
.i ;t . I . . . - I; I � T�i. !` Ml 11- . . . . � 0 0
;; i I 7 i �-,.tl`lll"l"`�... % . .� . 1!: ' . .
1; .. . . I �;t, . L . . ... .
;; i � . . , :I. . ,
referenced above-All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used in place of nalling- i ':%. ._._____0_Q1"o:_::-1--.t 1.- .. : - . 1� - � - - � - I '. :
,i
.. 411 C<�C SLAB W1 roX(oXI0110 ULF 4"I'll t :; It . lil.. . - .��.; t . i VARIES , .. . . . �___:_,_., � . . ,
- . :!-- � . . ;: I . :
�t I i . .. � .: I . � J "' "
- j� - ���i i, I , : I � . r . � ..I , _-I i T-
. I . -
D.Metal connectors to be provided by SIMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu of �: OVER & MIL VAPOR BARRIER OVER ! I -I� N�___- :i I t... X :,I - : I- ...I ; I :1 - �_._,1- - -, "L----/ : . . . I - I Z �1
1. t" :!----;i 1; i � . I I -_-.- ---I �- I I . . - :7-. . . .I . - . !
-- - L I �--__N i -_ � I . �:
specified components. i: CLEAN, LL COMPACTED, TREATED FILL I -__ , :I.. i; :,!:- !I , -_ . : ,- ( I I i I . . .- .... � . I
11 0 = I _� __- :� � 4 1 : 0 .
, i . i 1 :!.�- I : I I , . .. � I ... I
__ �_7 - _ !� i. I -- ,�t I I I MIL VAPOR BARRIER . .. . - . I I I
i � !� -_ I -_ 11 . ..
,! � : I � 1;1 1� 1, -� i � . . .
I-. All exterior walls to be sheatl� with min. 111ro" thick APA- or TECO-rated 0-5.5. or plywood with 5d 0 6" o-r-- along panel �i . I � r ----- --- �;I � :! : � �i 1. , i I L = 4i - -, : I - I : 73
/_ - - - - :1 � _ __ I— I i :__ . . : . I : I t " 4!�, - '. , .. . , . - ,:
4 i I- -- :. 11 !t 1�;� .!I: -_ �i. 4 . I - , . . . I :
edges, 12" o.c. In field (13" with partially enclosed andlor exposure "C" structures), except as noted on Structural plan. ,; , �r�� - .1 i, __ :�!t L I - . � i . .� I
1, / i. - - I � ;! I�. I
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F. Engineered components (trusses, 1-jolst, etc.)shall be Installed per manufacturers e-peciFloatlons 4 instructions. ; 51 1 �ii: - -1. ___ 1,�: � i-.--,---,1!� �; I.:: - (005 CIONT. . � i � 0
� -__ 1:,- , __1:.. . � 4
,I : ,4:i -.! i -- -i; ,� . :- - 11 . .:,i� �; . I I . I I .1
ll� braced per 5CSI 1-03, spaced not 1: . ;� I I�,�__ ���I ;. t-, �:� I � .. .�
G. All permanent bracing of truss members with continuous lateral braces shall be diagona I - !��:__ __ 1,j - !i i i::�--_;': � i a ��1 :I . 11 i
i! I . I - , _�___ I It,, I - .1 I I � -_
! ! :1 11 1: :i ; :r� 6 k 1: I r 11 11 ! I
more than I& feet oz. and placascl not more than 4' from and of continuous lateral brace. I I I I . 1; 11 .,j �1 1 1 : :;� (2)S CONT. LL
I i I - I. TYPICAL FOOTING - SEE 1/57`2 � � i 1: ; ! t: I i
� 0 0 i �r� . I .i - _ ,;I:-;-- !�� : r 11 I - ::
: I . . _� ;:�--l-4:�,OR.SIZE/I;;MINFC)P,C-EMENt � �i - ! : .
! �. � � - - �, I ir _ : :1 : 1 I � � ! � .!
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STEEL: ti_ �-- il � 16>11 � I :
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: . I _______ -_ ,: _J (Y t.-
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A. Detall, fabricate, and erect steel according to AISC :i I ;t i ___ t ,. � V 7 :i I I 11 -
i i I !� ' !:
TYPICAL FOUNDATION _ _ , ,�1! �
i � I___-_ . I 1 i i I I 6TORY) ) .
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I
, -____ .- 11 4 � i
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"Specification for the Demign,Fabrication, and Erection of Structural Steel Buildings", c!Ith edition. � : 1, I I: I I I I
r 1: - - - ]i , �
: I I - .. , 2011 J -
e. Structural steel shall be ASTM 43ro, Except as noted below: ,i I I -__1 0 , 1. � y : I to
it ;! ��. .
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1
Pipe ASTMI AE6, Type E or 5,Gr. 5 1 i . T2 5TOR
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it it : - �;� I : :
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Tube ASTM A500 1: i � . � li ff '2
11 I .i; i
1. :� I'' �
C. All bolts,anchor bolts and tive9cled rods shall be ASTM A301 unless noted otherwise. ! : �� :
1i i i� LOAD 5EARIWQ STEP DOWN �
: : �� TU ED DOWN EDGE
D. Hex nuts and couplers used for bolts, anchor bolts and tl�t-readecl rods shall be low carbon steel and meet or exceed the i , i: :3 (a
11 :� i�
:
capacity of the corresponding ASTM A30-7, A-36, SAE 101a and Grade 2 bolts, etc- Hex nuts and couplers used for high- . FOUNDATION AT DOOR SILL �: FOUNDATION AT DOOR !� NM To SCALE NW TO SCALE ;;
� : . I:
I� i ,: I
�
I L
� NOT TO SCALE � Wr To SCALE I t I I F- LL d)
strength bolts, anchor bolts and threaded rods - ASTM A441B or similar - shall be heavy hex ASTM A563 Grade DH. i i : 1 ..
l� :; ;: �
� I . �� �
E. .411 welding shall be by a cartlffed welder in accordance with AWS D11 i� � � __ - _ _ I ___ I-- ,--- __ I __ ____ __1_1L,____,____________.___ ___ ___ - , . � - - .� 11 - __ -1 W
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.1 . HEADER 5 41
MASONRY: :, I
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.. 11 i, FORMED �
A� All masonrg work"if be in acc,ordance with ACI 530/ASCE 5/ TMS 402 Masonry 5ullolIng Code. ; ;. . A15 W/ rOX(OX10110 UUF �
r ;, 411 1
�; . :
; :; 5TEP D
� ;F �
.
5. Concrete masonry units shall be ASTM Gl`30-1�,, Hollow Loacl-15earing Concrete Masonry Units, Type 1,Grade N-1,normal weight, with a :�: I �: � OVE POR BARRIER OVER �I ff 0 <
:t I (I)MV VER I
I 1; ..
minimum compression strength or "000 psi (F*21500psl). ,! I 511 1; . . . I - CLEAN, PACTED, TERMITE
�; : ,� . . 1! :1
C.Mortar shall conform to ASTM C210 and be of Type S. E IN �t . - . . - . . . , I
; . ih� .1 __ - - �; :
i .,. �� : .. . . . . - TREATED
;i :, VAR 1�- Q LU
� I. . . � . . - --- - - ..-fit. 4
. .
D.Grout when specified, shall conform to ASTM C 41ro with minimum 28 claS compressive strength of 3000 psi.Grout shall be mixed to : . .. . .. LOCK STEM !� .... . . ,r ,t � .
:, I ; . .. . - 1: __� ,L_�__.� I :, . .
. �! - - 1! - - .. - �,i�- - �!I .
provide a slump between 8" to If". : ; 11 ; � __: t I - : � (D " M
i� : I I � � � !
. 4 1 - . I i I !I
�� SLOPE - - - - �, . � ;; _�I�-_--- TYP. SLAB ., I I
11 L i _ i i I t ,::!i - - ,1!! -
E. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings. Lintel& shall be of sufficient size and I � I . Ili -�L . .
� -i I i . . VA 1,
: I , I ___ � ______ . -1- I
. I - ; . 1_
�: , I , i � it ! - 11� 1, 11 ..
� . - - 11 I :, 11, . . - --------1 :
GROUT SOLID GRADE - - I I __ -_ 1 � - �---- I ��i� - r :, .
reinforcement for the given span loading conditions. :! :1 �-_ .! I;i� �- . , . ,.;
_____I I - - - . - s -
1; t ; :; I ! L'r I - - .! :
I I - :�:�- - -
!t AROUND PIPE : 1, - .r . .. - - ;
F. Lap all vertical reinforcing a minimum of 25". 1; , �. I i I I -
:i ;;;i_ I !�. - i � : . ol : ! - ; :
f i -! GROUT SOLID ,t � [-_ 1; I i ! � I : I - - 1 I � DESIGN RW/MDA/MR
1 I . : _ �i i:: -_ � ! � 1- I - 1: :, i
G_ Provide horizontal joint reinforcirg at lb" o.c. vertically. Reinforcing wire "If conform to ASTM A62 and ASTM A161 TYPE 304. 1 - - i 1. I � ; I . . ,; -:!�I I�! : - . I : ; ; .
IL CLEAN COMPACTED � � : .. . . � ��.� - I - I
. � � I I- PICAL r-OOTING ! I i I �!
: I L- i � . AROUND PIPE :f :! I - i i __� 4 1 1� :1
! . - - - � - :: .!1 t .: :! � � ;
: SAND FILL I � . . _� . - t I I SEE 1161-2 Tal , / SL DRAFT JL5/MDA .
� I . 1; A5 :
CORROSION 4 DECAY RESISTANCE. . I- o * �I..- - '* , �� . : I 5TIE, i
� r . __ .-. - - ,. - I .;. � FOR SIZE/ : i�
; . . . � ;! ! . � I - THICKNE55
- .. .
I
. . I .. � �
, 8" MIISL, - DEEPEN �.- . . .. ! �! r,�. : REINFORCEMENT � D cmfR
A. All structural members or wood or structural composite lumber exposed to weather or in direct ground contact - I.e� : . .. . AL FOOTING - SEE I/ST2 ; ; � i �: t GHECKE
: FOOTING 0 CHASE- I .. . I I !
: TYPICAL FOUNDATION I � 4!_ !:! � i I I :, �,
. . ,.
deck1balcony boards,joists,post6, etc. - "it be pressure preservative treated to a level rated for the specific lot '. OR SIZE/REINFORCEMENT �:1! . - �I
: LOCATION AS REQV TO . I . :1
!, I . I :
application. 5orate-tre4ted wood shall not be used as/for structural members exposed to weather or in direct ground : : . . I : - : 1: SCALE NITS
I I . . - �! - : . I
: PROVIDE PROPER ! ___ I------I I � : : ! �t
i� t , - 1, I 0 0 i ;
� I : - i - _� i� ; I I ;;
contact unless specifically rated by the manufar-turer/trea ter as adequate for the use. ; FOOTING DEPTH. : - I �-I I I L�I -_ - --_-_ : !
I � I 1: ; � ! . DATE 10/12/OE�
-1 I I 11 . 1.
5. All interior wood-based members in direct contact with concrete or masonry shall be pressure preservative treated ; �: I- � I 11
ii �� �� - 1. .; I -LOAD EARI
; !�
�: i 4 I. i
to realst decas., ! ; Li __ I : !
it � - . i 8 TO SCALE �,
I i. ,;: JOB NO, STANDARD
� �
C. All metal fasteners 4 connectors exposed to weather or In contact with corrosive materials (i.e. ACQ, CA-15, C5A-A, st al) : i. �
i I �� : y BE LISM A6 811.94KEN
�t i !
1:
shall be Z-MAX-coated, hot clipped ealvanized, stainless steel or otherwise rated by the manufacturer For compatibility � i �
with the a �. FOUNDATION W1 UTILITY CHASE � FOUNDATION 11111 UTILI ! a BEARIW3 STEP DOWN � 5QFT. DETAILS
pplication. The exterior application of any material treated with a tive containing Ammonia ! i::::: . :
i � i i
�� ,: l� I
i i
shall require the exclusive use of stainless steel fasteners and c,onnectors. The use of any material treated with the : NOT TO SCALE !. NOT TO SCALE 1: To SCALE I ! ct r:
!I ;; : I
1: � . .
pressure preservative ACZA shall require the exclusive use of stainless steel fasteners and connectors. ,� 1�7 1 - � .- - _ ___ ___.__ _ I __ - - I - __ �1, - - - - __- - . __ I—— � --------------,-----.-" , -___- _ I -1- -- .--- .
: �i
it
D. Stainless steel and zinc-plated (i.e Z-MAX, HDG, etc.) fasteners and connectors may not be combined. Use only 55 1 � ST ARP FOUNDATION DETAILS
: : :i
fasteners with 55 connectors. Use only zinc-plated fasteners with zinc-plated connectors. � MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS !:
It I !,--- - -_ - - - I - - - � - - - - - --I--_-_-_ ___---------- ---_--__,_-_---- -,--_- -- -_..
.i I� ,i -
: it :� M. Rh,,)Jehe, A, PE
E. Regular inspection and maintenance of wood,wood-based and metal products used in outdoor or other corrosive it 11 ' ;
1: I ;�
. I
environments or applications is necessary for continued, long-term satisfactory perFormaric,-_ ! THESE DETAILS ARE INTERCHANGEABLE WITH THE ; THESE DETAILS ARE INTERCHANGEABLE WITH THE Founda tTon Nj2 Wood vertical con5truction shown atop foundation details for clarity. Wood, amu, ic,F or other Structural vertical construction f"`rof,ssional Eno;il(11(�r
I i !! rlf-)497
� :! PL Licel.i8e No,e
STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS ., acliceptable - see STI for Specifics. -
� I !:
1i �: 11 __-------------.-___._ I
__--- - - ------ __-- __._-__--_.-___-__ -___ .__--I -_________.________________ --------_______________.___I—_____- -,- ------__--__- ---- __ I ---.d&,---___ - - __- - -___ -___ - - - - - - - -1- __ � -____- __ -- __ I-------- --- ---- - ------.----,--------------------�-----------�-----�-.-!L--,-------- -,--,-------. -------- -- ------- __ -,- .--- --AL---- - - - -- - - __ - - - � ___ - I ___ - -F ____ � _ _ _ --I-- _ _ -.- --- - - - -- _____- - - ____ --------.-----.- --.--------------,----------------- �i�M,-lAtnJ�%,t(i vo.:",U,laz:,,�
- � __- - ____ __"�� i ,, . -1
- ___ - I I � se,-j-AND sigr,�. ri RED in�
1� � ". it � EFOXIED ATR : EXPANSION
i 11 � i
1 - -7
� I : ,�� 11 11_�_L' (2)*S DOWELS, PER TYPICA t � OF SLAB OL
. ., ; , ; I i :11 ATION I HOLD-DOWN PER i JOINT Builders FirstSource
I ; � 4 � - -- I .I ____t"`
- � , -, : : .�
i , � I I __ I i. FOUNDATION DETAIL, GAS � . . M
. i. � : . i I i I ! 1� . STRUCTURAL PLANS . I # � .- of Jacksonville
,: . � � ! 1 . . ; ��, PAD FOOTING OR EFOX . I k__� i . .
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(1)45 VE : � -OUNDATION : � I . . - .. FL CoA Number 00008494
!; . .I i : : ;: I I � . . .
: : ! � I r! - Vf - 611 EMBEDMENT, GENT . . . .
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SIDE L :i I � i I i . ! i �i 1: - - � ' . � I -_ - . GA PEF Number 0045%6
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t I SLOPE ,, -V[ TYPICAL r : i I ; FTN'G. PADS 3rv"x3l ER; I
WEI I �� -_
HORIZ a �i �1.- � � ! i I I � � STANDARD
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i� It . -, I � I : ! :� . I 11 (3)05 DOWEL � � I I . . SHEET
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:, 0 Iroll O/C. ! = GRADE ; I I � : :; - � ! .
: - . " I I : t ! ;i ,�ij 1�1,1 � � I FOUNDATION I POOL TO
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1; - I 1. I ;� � t i ! I - � SEE DETAIL I I 1, 11 . BE
:1 , CO F - TYPICAL FOUNDATION � I . CONT. I . I lltft�.
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I it � *__ �. : I ! - � --- I �J � S VERTICAL .10t . BY
ii - CLEAN COMPACTED yt� 'i : . .
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;i � . . CONT.RE15AR � � � . �. I � : � REBAR PER 1, . OTHE .
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!7 .i a - � -_____ �I = I I . FOUNDATION . 0 A" I ...
i Z .i I 9:1 -- - � - � I
i P 0 0 'a � SEE STRUCTURAL �_ -A - .!� I - I .
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it ., * "�-PLAN5 FOR PAD Z :1 b - ! .
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ittittititittit�------- : I-.1 I t .!� r
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1: LOCATION 4 ge � � Q 9 #_ .
- :::::::::::: t:::::::::; j; L I �i a- �
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F.%6_15AR SPECS. 1� I .
I i� . L I il S . . A
i� I PAD BASE ��_\ I . I .
i I I - . FOOTING 51 "I
I
�� SEE 5TFaJCTURAL : �W_P CLEAN
:! i2 � � . I I I . .
!� PER STRUCTURAL PLAN 1; LOCATION to " I CZ;YMPACTED I I 11 � . ____
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REBAR I � PLANS FOR SIZE, I 11 Q I i I . I
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it � . ..
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11 1 11 * 0 : - - ---
i 1 15 t SECTION VIEW I LOCATION 4 4 -* to SAND FILL I
LL UJI 45* 1% I !� PAD BASE #_ .: .. -
X ! : FACE VIEW 1: SECTION VIEW 1 40 . . . 1`1 .
:1 I ;i �� .%
.: 5 �; I-AD BASE Rr=5AR SPECS. I PER STRUCTURAL PLAN �... ��,_\\ SEE STRUCTURAL ...�_ ,>
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