1735 MARITIME OAK DR RES19-0044 DWGS8BRICK VENEER WITH 1"AIRSPACE
AND WALL TIES
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GROUT AIR SPACE BELOW FLASHING u- o
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CONT. FLASHING; PROVIDE WEEP I I CONCRETE SLAB v
HOLES @ 33"O.C. o >
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CONCRETE SLAB \\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/ I =
GRADE // // // // // // / i ! CN
\\ \\ \\%/\\i CO \\ j\\/\\\%/\\%/\\%/\\ j� I ! BEARING POST (AS NOTED)
GRADE \\j\\\\/\�
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,(1) #5 CONT. a \ \\//\\//j \\ \\//j,/ ;-+ CONCRETE SLAB N '�
If \\ 1 #5 CONT. ° .
\\�8 CMU STEMWALL WITH (1) #4 @ 48'O.C. H s��� \\\\\\ \//\� O _ ---4— CONCRETE SLAB 4�'?
AND IN EACH CORNER. _ /\/ a ° ''�' \ / \/j/j/j \ ADD 8" x 16" CMU TO INSIDE OF X o
o z \ , . /\\/\\/\\ - GRADE a a .. _ \ m p� N
FILL CELL SOLID AT EACH #4 REBAR. 00 '�j� �, �Q �. : o %//\ /%\//%/% STEMWALL AT POST LOCATION WITH q �,� a \//\\//\\//\\//� o —' ---- .. w �r
\\ \\\\
HOOK REBAR 12" INTO SLAB AND 6" INTO \\ \ \ ti ° "� \ \ \i . /\ /\ �� ---s-- A c z o
FOOTING. \ ° \ \ /\\\\\�• �' / n /���/ (1) #4 VERTICAL IN EACH �\ \ \ \ \ \ \ \\/�\\/��/ ilix \ Q p \\,�\\/\\��°\\j\\� ca
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V-8" ONE STORY 2 #5 CONT. V-5" ONE STORY 3 #5 CONT. AS NOTED REINFORCEMENT (AS NOTED) (AS NOTED) REINFORCEMENT (AS NOTED) o � 00
1'-8" TWO STORY - (3) #5 CONT. 1' 9" TWO STORY - (3) #5 CONT. V-0" (1) #5 CONT. (AS NOTED) REINFORCEMENT (AS NOTED) co v°O-.
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A SECTION -STEMWALL WITH BRICK SECTION -MONOLITHIC WITH BRICK E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION -PAD FOOTING AT PORCH THICKENED EDGE K SECTION -THICKENED EDGE P SECTION - INTERIORco
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SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
sD 1 sD 1 BEARING PAD FOOTING
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. c�
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SILL PLATE — — . c FLORIDA C.A. NUMBER: 25846
PA51 STRAP NAILED TO GARAGE o
DOOR POST. BEND STRAP INTO — 3" MAXIMUM OVERHANG (OPTIONAL) o
z u FOOTING AS SHOWN. STHD14 STRAP NAILED TO CONCRETE SLAB )
CONCRETE SLAB x g o — GARAGE DOOR POST.
m SILL PLATE z EMBED STRAP INTO FOOTING
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o AS SHOWN. \ \ \ \ CONCRETE SLAB
#4 WITH 6 HOOK INTO FOOTING
m GRADE CONCRETE SLAB z � uaj \ \\\ >
co AND BENT 12' MINIMUM INTO \\j\ \\j\\j CURB HEIGHT VARIES >
GRADE\\�\\ - _ _ _ — __ — THICKENED EDGE. M = GRADE \\\ \/\/\ a ` - ASO 7 Z _-
,(1) #5 CONT. �*a =— � o � /\ \ (1) #5 CONT. .—� � ' -o ;• ��' � -
/�///\/�\ \'8" CMU STEMWALL WITH (1) #4 @ 48"O.C. �' /� " r- GRADE /\\\j/\ \\j> ` /\ °
\ \\ \\ /\\/\\/\\ \.8" CMU STEMWALL WITH (1) #4 @ 48"O.C. //� \ %no FIND IE EACH CORNER. a / �� �� /\//�%//�� AND IN EACH CORNER. �C LL SOL D AT EACH #4 REBAR. / /\//\ FILL CELL SOLID AT EACH #4 REBAR. '`\� /�\\,\\i� - HOOK REBAR 12" INTO SLAB AND 6" INTO _ _ — _ _ ° a \ \ \ % \///% HOOK REBAR 16" INTO PORCH SLAB '�//_/'GRADE — — — / // // \ \/� 1•.
FOOTING. \� /\\\/\\/ %\\%\\%/% °\\�\\ ' AND 6" INTO FOOTING. 11 c OY1�'F �•
8 (1) #4 CONT.
61.\\/r /�� �// — —e� — — _ �/ �,�\/\\/\\ — - — \\\\� //\ \//\//\/ FL PE No. 50791
\ _—�� a \\� \ C OMMENTS:
/\//\//\/// 6
1'-8" ONE STORY - (2) #5 CONT. 1'-0" ONE STORY - 2 #5 CONT. \� �j\\j\\j\\j\\j\\j\\j\\j`�/\\j\\j\\j\\ ` /�\�\/\/�\l` /�\�\/\/\/\/\�
/i, �\\�� \\\ ' NOTE: 1'-8" (2) #5 CONT. c
1 " 11 \\,�\ \ \ \ �\ \ \ �\
1' 8" TWO STORY (3) #5 CONT. 1 4 TWO STORY (2) #5 CONT. g r,\/\/\/ ,/\/\/- REINFORCEMENT IS NOT REQUIRED o
//� '"ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA -51 STRAP OR STHD14 STRAP SEE DETAIL R ON SHEET SD -1 "'
( I TO PASS THROUGH SLOTS IN STRAP. c'
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B F DETAIL - PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION (MONOLITHIC) L SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWN `
SD -1 SOECTFON - ST HEIGHT
SECTION - MONOLITHIC
MW G EXCEEDS 48" CONTACT SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48 CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD 1 Q
ENGINEER FOR ADDITIONAL REQUIREMENTS, ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
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r IRE M
SHOWER AREA F — ; SHOWER AREA o
MONOLITHIC FOOTING
BRICK VENEER WITH 1"AIRSPACE
— I m
AND WALL TIES
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8" CMU STEMWALL
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FORM EDGE
CONT. FLASHING; PROVIDE WEEP c
HOLES @ 33"O,C. PLAN VIEW PLAN VIEW
GROUT AIRSPACE BELOW FLASHING
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BRICK VENEER WITH 1" AIR SPACE U'
SILL PLATE AND WALL TIES
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SILL PLATE m
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(1) #5 CONT. CONT. FLASHING; PROVIDE WEEP
HOLES 33"O.C.
FILL JOINT WITH ELASTOMERIC °�
GROUT AIR SPACE BELOW FLASHING 2 MSTAM36-Z STRAPS vi
JOINT FILLER X 6" MIN. (1) #4 CONT. SILL PLATE cn O c
CONCRETE SLAB SILL PLATE HEIGHT OF CURB VARIES a CONCRETE SLAB co NAIL EACH STRAP TO CRIPPLE STUD U
N 6" MIN. CONCRETE SLAB ¢ WITH (13)10d COM NAILS
`�" 1) #4 CONT. 0 0 0 o FASTEN STRAP TO FOUNDATION
-Ty- - HEIGHT OF CURB VARIES (8"MAX.) - cu
/\/\/\/\; - _ z 6" MIN. HEIGHT OF CURB VARIES 8" MAX. \\ 77/\//,\�\ \\ WALL WITH (8)a" x 2a" CONCRETE SCREWS cuGRADE CONCRETE SLAB -r ( ) /\iGRADE \\�\\� GRADE CONCRETE SLAB/\\j\\\jj\\� INTO MASONRY OR ( %" x 1 a" CONCRETE
/i /\ SCREWS INTO CONCRETE. CONCRETE
\i8" CMU STEMWALL WITH (1) #4 @ 48"O.C. -�- ' a . pE \\ /j\ \\ \\ ,(1) #5 CONT. SCREWS SHALL BE POWERS "TAPPER" WITH
'// ° / / //\\ \\\\\\� -- GRADE \\/\\/ \\�\/ z PERMA-SEAL FINISH OR EQUAL.
AND IN EACH CORNER: _ / /\/• \;�\ \/\j // // // 1
FILL CELL SOLID AT EACH #4 REBAR.//\ %///\\//, //\/\\ \\//�-///\// �� °//� 8" CMU STEMWALL WITH (1) #4 @ 48'O.C. t,
HOOK REBAR 12" INTO UPPER COURSE OF °° '�\\/ ' °' °�° v�\\� o \//%\\ 8" CMU STEMWALL WITH (1) #4 @ 48"O.C, o z j��//\\j/ ,,//\\//\\\\/\\/\� AND IN EACH CORNER. STRAP SHALL BE COVERED WITH SIDING OR coir
/ °\//�' - \ a \ \\ ` \/\/ s>\/\/ //\//�� FILL CELL SOLID AT EACH #4 REBAR.
\ \ \\ \\ \\ BLOCKS AND 6" INTO FOOTING. �/ / / / /%\�%\\/\� �/ \///�// AND IN EACH CORNER. \\j/\\j/ • ° • < <r j\\/> o, \\ \\/\\ STUCCO
\� \//\//\ \//\/ \ n \ \\ HOOK REBAR 16" INTO PORCH SLAB AND
\ • ° +e \/�
11 /\\/\\/ \/\\/\\ \ \ \ \ \ FILL CELL SOLID AT EACH #4 REBAR. /i // / // // //\//\// \ \ ��
5 /j // /j�/ \ \ \ \',� /\/ /\/\ /\/\/ // 6 INTO FOOTING. NOTE: to
6" \�\\�\\\�\\> HOOK REBAR 12' INTO SLAB AND 6" INTO THIS DETAIL MAY BE SUBSTITUTED FOR a�
1'-5" ONE STORY 3 #5 CONT. FOOTING. T
6 EITHER THE PA51 STRAP (STEMWALL) OR
V-8" ONE STORY - 2 #5 CONT. 1' 9" TWO STORY - (3) #5 CONT. 1'-O' ONE STORY 2 #5 CONT. 6 THE STHD14 STRAP (MONOLITHIC). o
1'-8" TWO STORY - (3) #5 CONT.
1' 8" ONE STORY 2 #5 CANT. 1' 4" TWO STORY (2) #5 CONT. 1' 8" (2) #5 CONT. \'�\\\
V-8" TWO STORY - (3) #5 CONT. \
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C SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK G SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRICK R DETAIL - ALTERNATE FOR PA51 STRAP OR v
IF STEMWALL HEIGHT EXCEEDS 48" cm IF U
SD 1 NOTE: ENGINEER FOR ADDITIONAL REQUIREMENTS. SD 1 NOTE: ENGINE�ERAFOR ADD T ONAL REQUIREMENTST SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 STHD14 STRAP > _
ENGINEER FOR ADDITIONAL REQUIREMENTS. o V
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SILL PLATE o = V Q
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(1) #5 CONT. Q V
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FILL JOINT WITH ELASTOMERIC NOTE: Lu Q
JOINT FILLER SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH > 00 O
CONCRETE SLAB '� NOT TO BE DAMAGED DURING THE CUTTING PROCESS. TREATED POST U V
SILL PLATE SILL PLATE
SILL PLATE
N (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) Z
�P.
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z 6" MIN. ABU_ POST BASE WITH a� U a
\ \ \ \ HEIGHT OF CURB VARIES 8" URB HEIGHT VARIES PAVERS BY OTHERS m
( MAX.)) CONCRETE SLAB
GRADE \\ \\\\j\\� GRADE CONCRETE SLAB a 1 0, J013 NUMBER: ,18-2,176 COUNTY:DUVAL
�" GALV ANCHOR EMBEDDED
CONCRETE SLAB FILL CUT WITH 1" DEEP x%" WID SAW 12 (SET -XP ADHESIVE) w
/j\//j�/j\ 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. ELASTOMERIC CUT AT DENOTED
AND IN EACH CORNER.-
a %- a ________� __ cn FILLER LOCATIONS. 2" = 1' O" (U.O.N.)
o _ \ \/\� ° a. -�-.° < w , _—_ __° N DO NOT SCALE THIS DRAWING
�' \// \j FILL CELL SOLID AT EACH #4 REBAR. o Z/%\\//�\\/// ///\\//�� ,\\ \\ \�° <a \ \ \ RELEASE DATE:
HOOK REBAR 12" INTO UPPER COURSE j\�//\�// �.° .,..a v %j//j-///�//� ° :. * ti soy/%\//%/ > \' /\ so�j\\j/\\/ o ° .., = 01-17-19
`\s • \ CMU OR CAST - IN-PLACE c
OF BLOCKS AND 6"INTO FOOTING. /�// \\ \\ \\ \\ ,. a ) , �
CONCRETE
PEDESTAL ON 24"X 24"X 12 PAD a� DRAWN BY:
//\//�\/ // FOOTING WITH (2 #5 EACH WAY c CMF-DJM
V-0" ONE STORY 2 #5 CONT.
1'-81, ONE STORY - (2) #5 CONT. 1' 4" ONE STORY 2 #5 CONT. 1' 4" ONE STORY - 2 #5 CONT. ) CHECKED BY:
TWO STORY - (3) #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. 1 f-8" TWO STORY - (3) #5 CONT. CONCRETE SLAB 2'-O" c' FS
TITLE:
1' 8" TWO STORY - (3) #5 CONT. a' FOUNDATION DETAILS
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= SHEET:
D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN T SECTION TYPICAL SAW -CUT CONTROL JOINT U DETAIL - PAD FOOTING AT PAVERS °'
SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD 1
ENGINEER FOR ADDITIONAL REQUIREMENTS. SD 1 SD 1 SD -1 N
O S D
U
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N
D B
OU LE PLATE
(TYPICAL DOUBLE PLATE SPLICE) NOTE: REFER TO DETAIL "S" ON SD -3 FOR NAILING JACKS AND KING STUDS
48" MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT (AS NOTED)
MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION HEADER (AS NOTED) HEADER
(16 0.131"x 3" NAILS IN THIS ZONE. (2) 2x— SYP #2 DOUBLE PLATE (U.O.N.) NAIL
(SEE DETAIL E ON SD 2) h I TED
PLATES WITH 0.131"x 3" NAILS @ 8"O.C. 2x_ BLOCKING (TYPICAL) NAILS A N TABLE
JOINT IN LOWER PLATE JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH STAGGERED 3) 0.131"x 3Ya" TOENAILS AT EACH
0.131"x 3" NAILS @ 6"O.C. STAGGERED TYPICAL STUD TO DOUBLE PLATE �ND (TYPICAL) JACK STUD
JACK STUD AND KING I CONNECTION
NAIL EACH SILL PLY TO KING STUD KING STUDS
' STUD REQUIREMENTS � � I (SEE DETAIL "G" ON SD -2) 3
(SEE WALL LAYOUT) WITH I I O 0.131"x 3Ya" NAILS - TOENAIL
OR ENDNAIL (TYPICAL)
' SPH4l6 INSTALLED HORIZONTALLY
BEVEL BLOCKING AS REQUIRED FOR NOTE:
MINIMUM 1)/2" NAIL PENETRATION NAILS MAY BE TOENAILED OR BACK
BUILT-UP HEADEI ITH 0131"x 3/a" I INTO MAIN FRAMING MEMBERS. NAILED THROUGH KING STUD.
HEADER NAILING REQUIREMENTS
2x6
(3) NAILS PER PLY
2x8
(4) NAILS PER PLY
2x10
(5) NAILS PER PLY
2x12
(6) NAILS PER PLY
9 4' or 9 Y"
LVL
(5) NAILS PER PLY
114"or11
LVL
(6) NAILS PER PLY
14" LVL
(7) NAILS PER PLY
16" LVL
8 NAILS PER PLY
NAILING AT STUD NAILS @ 12"O.C. TOP AND BOTTOM I 2x_ SPF #2 STUDS@ 16"O.C. (U.O.N.) (TYPICAL) o
TO DOUBLE PLATE (U.O.N.)
W Ov
(2) 2x_ SILL Lr-- Z)
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NAIL EACH PLATE TO JACK STUD
SHEATHING MAY CANTILEVER UP TO o 000
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WITH (3) 0.131 x 3/a NAILS - TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL
OR ENDNAIL (TYPICAL) I p
WINDOW ATTACHMENTS MUST BE >, J m
I ANCHORED INTO 2x_ MEMBERS.00
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D DETAIL - TYPICAL ARCH TOP OPENING rE DETAIL -TYPICAL HEADER TO KING STUD CONNECTION
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SD -2 SD 2 ccu
DOUBLE SILL REQUIRED WHERE OPENING
WIDTH EXCEEDS 61" (U.O.N.)
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APPLY SHEATHING HORIZONTALLY FOR STUCCO
JOINT IN SILL PLA i Eco FLORIDA C.A. NUMBER; 25846
APPLICATIONS EXCEPT THAT 7/ 1611STRUCTURAL 1
BUILT-UP CORNER POST NAILING AT STUD
TO SILL PLAT
4 MIN.;
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12" MAX.
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II II
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RATED OR 15/ 32" RATED SHEATHING MAY BE
INSTALLED VERTICALLY.
(3)
(4)
2x8
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2x10
(5)
ANCHOR BOLT (AS NOTED)
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TYPICAL STUD TO SILL PLATE
SD 2
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NAIL EACH PLY WITH 0.131 "x 3Y4"
Z
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ALL NAILS NOTED ARE 0.131"x 3'/a"
NAILS C> 6"O.C. STAGGERED
(SEE DETAIL "G" ON SD-2)NAILING
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METAL CONNECTOR
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NAILING AT STUD NAILS @ 12"O.C. TOP AND BOTTOM I 2x_ SPF #2 STUDS@ 16"O.C. (U.O.N.) (TYPICAL) o
TO DOUBLE PLATE (U.O.N.)
W Ov
(2) 2x_ SILL Lr-- Z)
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NAIL EACH PLATE TO JACK STUD
SHEATHING MAY CANTILEVER UP TO o 000
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WITH (3) 0.131 x 3/a NAILS - TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL
OR ENDNAIL (TYPICAL) I p
WINDOW ATTACHMENTS MUST BE >, J m
I ANCHORED INTO 2x_ MEMBERS.00
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D DETAIL - TYPICAL ARCH TOP OPENING rE DETAIL -TYPICAL HEADER TO KING STUD CONNECTION
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SD -2 SD 2 ccu
DOUBLE SILL REQUIRED WHERE OPENING
WIDTH EXCEEDS 61" (U.O.N.)
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APPLY SHEATHING HORIZONTALLY FOR STUCCO
JOINT IN SILL PLA i Eco FLORIDA C.A. NUMBER; 25846
APPLICATIONS EXCEPT THAT 7/ 1611STRUCTURAL 1
BUILT-UP CORNER POST NAILING AT STUD
TO SILL PLAT
4 MIN.;
U J
12" MAX.
II
12" MAX. "
I
I
II II
"
2x TREATED SYP #2 SILL PLATE
—
(3)
RATED OR 15/ 32" RATED SHEATHING MAY BE
INSTALLED VERTICALLY.
(3)
(4)
2x8
NAILING AT STUD
TO DOUBLE PLATE
STUD
F
2x10
(5)
ANCHOR BOLT (AS NOTED)
BUILT -UIP POST (WHEN NOTED ON WALL LAYOUT)
TYPICAL STUD TO SILL PLATE
SD 2
NAIL EACH PLY WITH 0.131 "x 3Y4"
CONNECTION
ALL NAILS NOTED ARE 0.131"x 3'/a"
NAILS C> 6"O.C. STAGGERED
(SEE DETAIL "G" ON SD-2)NAILING
AT STUD
METAL CONNECTOR REQUIRED
(SEE CONNECTION SCHEDULE)
METAL CONNECTOR
--~ REQUIRED
TO SILL PLATE
,NOT
STUD TO PLATE NAILING *
STUD SIZE ENDNAIL TOENAIL
2x4
(2)
(3)
2x6
(3)
(4)
2x8
(4)
(5)
2x10
(5)
(6)
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c DETAIL -TYPICAL WALL FRA I *ALL NAILS NOTED ARE 0.131"x 3�" c
c ; b. 7n ON, P
/FLOYD S. SIMPSON, PE
M NG CONDITIONS °ouBLE PLATE DOUBLE PLATE G DETAIL -TYPICAL WALL STUD CONNECTION E FL PE No. 50791
SD -2 c COMMENTS:
2x SPF #2 STUDS @ 16"O.C.
2x SPF #2 STUDS @ 16"O.C. SD -2 ca_
THREADED OD ASSEMBLY OR CONCRETE 10d CUT NAIL
cm
QUICK -TIE R NOTED SPACING @ 24"O.C. OR 4"x 34° TAPCON 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3 acu
-..,,—SILL R
" ENDNAILS AT TRUSS
PLATE (BELOW) SCREW@ 32 O.C.
U
2x_ CORNER FRAMING FULL ROOF COVERING (BY OTHERS)
o`
2x TREATED SYP #22x TREATED SYP #2
HEIGHT STUDS (TYPICAL)
�ILL PLATE ILL PLATE ROOF TRUSSES
„x3 a
y.. � u ^ <° y . \ " "� % CORNICE DETAIL
H2 5A AT EACH LOOKOUT NAILS @ 12
"O.C.
ROWS OF 0.131
H2.5A AT EACH LOOKOUT � _ _ i )
"O.C. (BY OTHERS UPLIFT (ROOF) RODS OR QUICK TIE FLOOR LOAD ONLY OR
OVERHANG
2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. — STAGGERED (TYPICAL) -JF WITH EASED
FOR OVERHANG _ I
/ ROOF SHEATHING (AS NOTED) - ROOF SHEATHING —
2x4 SYP BLOCKING BETWEEN / (AS NOTED) METAL CONNECTOR OR (AS NOTED)NECTOR / \
NOTE:
TRUSS TO WALL CONNECTION
HARDWARE MUST BE INSTALLED
ON THE EXTERIOR SIDE OF THE
WALL
0-
0 0
0
0
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LOOKOUTS 2x6 OR 2x8 FRAMED WALL BLOCKING REQUIRED / _
2x4 SYP BLOCKING 1 SILL PLATE (BELOW) (AS NOTED) SIMPSON SDWC 15600 SCREW ' %s" OR 132" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF 2
BETWEEN LOOKOUTS @ 32"O.C. - U.O.N. 32" RATED SHEATHING, EXPOSURE I - TILE ROOF a
' 2x4 CORNER FRAMING FULL
BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE — / FASTEN WITH 0.113" x 2 %" RING SHANK o
BALLOON FRAMED STUDS (AS NOTED) ® STUDS (AS NOTED) NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. y
MINIMUM OF (3) 2x4 BLOCKS 12 LONG 2x SPF #2 STUDS 16"O.C. GYPSUM BOARD
SINGLE PLATE NAIL TO TRUSS DOUBLE PLATE @
INTERIOR VAULT NAILED WITH (4) 0.131"x 3/a NAILS TO SHEATHING (AS NOTED) SIMPSON SDWC 15450 SCREW CONNECTOR AT EACH TRUSS
BOTTOM CHORD WITH 0.131" x 3Ya" EACH ADJACENT STUD 2x SPF #2 STUDS @ 16"O.C. 32"O.C. U.O.N. (SEE TRUSS CONNECTION SCHEDULE) c„
NAILS @ 6'O.C. EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN @
SHALL BE NAILED TO THIS SPACE ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) cu
�_
EXTERIOR SHEATHING SHALL BE UPPER PLY OF DOUBLE SPACING (48" O.C. MAXIMUM) SILL PLATE .�
NAILED TO BOTTOM CHORD OF TRUSS 2x4 CORNER FRAMING FULL WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE cn
PLATE 6"O.C. 2x TREATED SYP #2 ANCHOR BOLTS AT NOTED
°� HEIGHT STUD IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP _
WIEN—
— — — — — @AILS. WITH 0.131" x 2Y' WITH 0.131"x 2Y" NAILS. I a ILL PLATE . PACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE ��,
(U.O.N, ON WALL LAYOUT) — — - — - - (U.O.N. ON WALL LAYOUT) 2X4 FRAMED WALL (2) R�@ 12' 0 C 31"x 3'/a" -p' .� / � _�_ (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) v,
aGYPSUM BOARDSHEARWALL UPLIFT (ROOF) -SCREWS
-a
'32" FULL LENGTH RATED SHEATHING, EXPOSURE L c
H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FRAMED GABLE END NiIGH CEILING VAULT) K SECTION - TYPICAL FRAMING AT 900 CORNERS L SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALLI FASTEN WITH sd COM oR a131"x 2'/2" NAILS ((�p� 6"O.C. N
SD 2 1 / ON EDGES AND 12'O.C. ON INTERMEDIATE &SPORTS. co
INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN / OF EXTERIOR ROOF PITCH SD 2 INTERIOR CEILING PITCH EXCEEDS % OF EXTERIOR ROOF PITCH SD -2 SD -2 (U.O.N.) SEE "F" ON SD -2
2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) a,
c
2x_ N0.2 SPF OR No.2 SYP SUBFASCIA WITH 2 0.131"x 3%" ENDNAILS AT TRUSS 2x_ SOLE PLATE (U.O.N.) NAIL TO RIM 3
() cu
ROOF COVERING (BY OTHERS) BOARD @ 6"O.C. WITH 0.131"x 3Y"
NAILS
cn
ALL MEMBERS SHALL BE #2 SYP. ROOF TRUSSES 232" RATED STURD-I-FLOOR (T&G) SHEATHING
NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3Ya" 3 0.131"x 3%" TOENAILS AT EACH CORNICE DETAIL NOTE:
NAILS 0 LOOKOUT GLUED AND NAILED. FASTEN WITH 0.131" x 2Y" RING
2x6 BLOCKING TOP CHORD OF TRUSS. (BY OTHERS) TRUSS TO WALL CONNECTION _ SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE
BETWEEN TRUSSES WITH
2x4 BLOCKING REQUIRED BETWEEN HARDWARE MUST BE INSTALLED FIELD.
0
(3) 0.131"x 3%" VAILS EACH END9+
LOOKOUTS ON THE EXTERIOR SIDE OF THE /
ROOF SHEATHING (AS NOTED) I WALL / FLOOR JOIST (i JOIST SHOWN, SAWN o
1 JOIST SIMILAR - SEE SECTION "Z" ON
SD -3 FOR OPEN WEB TRUSS) o
2x_ BARGE RAFTER / � \ ( / (
�
FASCIA (BY OTHERS) %B" OR '32" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF Ys" CLEARANCE BETWE N V
/ 132" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF EN PANELS BETWEEN FLOORS V
2x4 LOOKOUTS 48"O.C. \ — ' '32" RATED SHEATHING, EXPOSURE I - METAL ROOF GYPSUM BOARD
@ a
" 3 ,. _
I I RIM BOARD LSL R o
I I FASTEN WITH 0.113 x 2 /B RING SHANK ( 0 LVL) V
H3 CLIP OR EQUAL AT EACH NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. 3 cl)
cu LLJ
LOOKOUT NAIL JOIST TO PLATE WITH (2) 0.131"x 3'a" TOENAILS W
(2) 2x_ SYP #2 DOUBLE PLATE �
GYPSUM BOARD m
\\ I I GABLE END TRUSS (DROP GABLE) CONNECTOR AT EACH TRUSS (U.O.N.) 0
(SEE TRUSS CONNECTION SCHEDULE)
SEE DETAIL "EE" ON SD -3 FOR =' �\�Z 2x6 BRACE SPACED @ 48"O.C. UNLESS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) BETWEEN FLOOR CONNECTIONS
OTHERWISE NOTED ON ROOF LAYOUT.cn
Q V
�\ IWALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE 2 w � U
ADD 2x4 T -BRACE NAILED @ 6"O.C.WITH TOENAIL RIM BOARD TO PLATE WITH >W W
ALL LOCATIONS AND SHALL BE NAILED 3" O.C. TO THE TOP
0.131"x 2 �2" NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE 0.131"x 3)/4" NAILS @ 8"O.C. U
\ EXCEEDS 9'4'. STAGGERED ACROSS BOTH PLATES) Z
w
GYPSUM BOARD GYPSUM BOARD w
�
6 J O � 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) U a
132" FULL LENGTH RATED SHEATHING, EXPOSURE L X32" FULL LENGTH RATED SHEATHING, EXPOSURE I. JOB NUMBER: COUNTY:
c 18-2176 DUVAL
FASTEN WITH 8d COM OR 0.131"x 2Y" NAILS/ 6"O.C, FASTEN WITH 8d COM OR 0.131"x 2Y" NAILS 6"O.C. w ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. ON EDGES AND 12"O.C, ON INTERMEDIATE SUPPORTS. U.O.N. 2' %" = V-0"
(D (U.O.N.)
(U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 (U.O.N.) SEE "F ON SD -2 �
to DO NOT SCALE THIS DRAWING
INSET WALLY FOR STUCCO APPLICATIONS INSET WALLY" FOR STUCCO APPLICATIONS = RELEASE DATE:
01-17-19
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLAT WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE
/ GBC CLIP (2) RECI!UIRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.
TOENAIL BOTTOM CHORD OF TRUSS TO
LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. 2x_ TREATED SYP #2 SILL PLATE WITH 2x_ TREATED SYP #2 SILL PLATE WITH DRAWN BY:
DOUBLE PLATE WITH 0.131"x 3Ya" NAILS a „
s SIMPSON /a'x 6 TITEN HD OR TITEN HD ROD COUPLER c CMF DJM
@ 8"O.C. SIMPSON /B x 6' TITEN HD (OR TITEN HD ROD COUPLER) ( )
WITH 3"x 3"x%" WASHER @ 24"O.C. a ; ; WITH 3"x 3"x'/a" WASHER @ 24"O.C. CHECKED BY: FS
\ \ , 2x4 DRYWALL BAKING INSTALLED GYPSUM BOARD CEILING +w% ;I'; ' TITLE:
2' 2SECTIONS AND DETAILS
M N SECTION -GABLE END WALL DIAGONALEiBRAENGRACES
CIN
G cn (1 of 2)
A SECTION TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL SHEET:
SD -2 SD -2 SD -2
SD -2 0CN SD_2
O
END VERTICAL
BRACING REQUIREMENTS
BRACING
BRITTLE FINISH
FLEXIBLE FINISH
16"O.C•
24"O.C.
16"O.C.
24"O.C.
NONE REQUIRED
0" TO 53"
0" TO 47"
0" TO 67"
0" TO 59"
2x4 L -BRACE
54" TO 114"
48, TO 99"
68" TO 145"
60" TO 126"
2x6 L -BRACE
115" TO 182"
100" TO 158" 1
146" To 232"
127" TO 201"
U
INTO BOTTOM N
NOTE:
(TYPICAL -U.O.N.) (TYPICAL) � � �
CONDITION: a �A W
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER NAIL SHEATHING TO KING STUD 3
FLEXIBLE FINISHES ARE WOOD SIDING, HARDI PANEL, BRICK NOTCHED BEAM n cn �
VENEER, ETC. ( ) @ 12"O.C. MINIMUM.
J RATED ROOF SHEATHING __� axi �( o
cv
00
Q 2x_ L BRACE NAILED TO w
ate. VERTICAL WEB —
Z o
EDGE NAILING PER SHEARWALL co rn
WITH 0.131"x 3" NAILS @ 6"O.C. � - — � LL;
REQUIREMENTS. NAILS MAY BE
0
STUDS.ERED ACROSS TWO JACK / ¢ N
VERTICAL WEB IN GABLE END __ � 0 � �
Lu TRUSS NAIL SHEATHING TO DOUBLE PLATE WITH
(2) ROWS OF 0.131"x 2 Y NAILS(� 6"O.C.
NAIL SHEATHING ALONG BOTTOM OF EDGE OF PANEL (TYPICAL) __j
rn
� 2x_ LOOKOUTS AT 48"O.C. � � p d"
HEADER @ 3 O.C. Q a
/00
0
INSTALL DSP CLIPS @ 24" O.C. OR -a
1 " OR 24 SPH_
z SPACING (SEE TA @ 32"O.C. >,
EXTERIOR BEAM (AS NOTED) 'I i I� I. II ;;
w
ANCHOR BOLT REQUIRED WITHIN 6" -- —� n I; o
OF KING / JACK UNIT - MAY BE
DOUBLE PLATE LOCATED ON EITHER SIDE, u CD
0
BEAM INSTALLED BENEATH DOUBLE PLATE
ANCHOR BOLTS AS REQUIRED cn
m
BEAM BEAR. ON (2) 2xFLORIDA C.A. NUMBER: 25846_ JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION
(TYPICAL U.O.N.) 0
CONDITION: 2
(DROPPED BEAM)
P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - EXTERIOR BEAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION . DETAIL - OPENINGS WITH SOLID
.D 3 SAWN LSL LUL OR PSL HEADER o bks,
Soy o
T
NAIL SCAB TO TOP CHORD WITH 0 .v q F OF
ALTERNATE ANCHOR: (4) 0.131"x 3'/a" NAILS ,
---04 %" x 6" TITEN HD — 0 U' O� A
x EXTERIOR BEAM (MECHANICALLY GALVANIZED) ADD 2x4 VERTICAL SCAB IN EACH J NAIL EACH END OF BLOCKING TO a� / �0'1q•7-.9--**
.9*
ROOF SHEATHING (AS NOTED) WITH 2" x%" WASHER TRUSS IF NO WEB IS PRESENT BOTTOM CHORDS WITH (3) 0.131"x 3 ''+,J,( SE�E
E �'L�RE,No 50 91
(3 0.131"x 3Ya" NAILS TYPICAL AT T OMMENTS
H6 CLIP FROM EACH TRUSS INSTALL 2x4 BLOCKING BETWEEN
I ROOF TRUSS (BY OTHERS) WITH POST TO BEAM 2x4 X -BRACE ACRMONOLITHIC FOUNDATION - TRUSS BOTTOM CHORDS @ 12"O.C.
j BRACE (IF REQUIRED) LAP BEAM PLIES AND OSS LENGTH OF EXTERIOR
NAIL AS SHOWN - (5) I SHEARWALL 3 rn
�' x 6' TITEN HD SCREW ANCHOR BOTTOM CHORD OF TRUSS 0
TO REPLACE (1) ROW OF LATERAL 0.131"x 3Ya" NAILS PER PLY I I NAIL SCAB TO PLATE WITH 3 s NAIL EACH BLOCK TO DOUBLE PLATE v
rt BRACING INSTALL 2x4 No.2 SYP T -BRACE PT POST AS NOTED O or /6 x 6" SCREW ANCHOR BY
NAILED TO EACH PLY OF TRUSS WEB AT -- PT POST (AS NOTED) II ( ) 0.131"x 3%" TOENAILS HURRI-BOLT, INC. WITH (3) 0.131"x 3Ya" NAILS o
' I 6"O.C. WITH 0.131" x 3" NAILS H6 CLIP FROM POST ABU POST BASE or Y8" THREADED ROD SET 4)/2" INTO
2x4 BLOCKING BETWEEN TRUSSES ADHESIVE n
TO REPLACE (2) ROWS OF LATERAL TO BEAM (AS NOTED) TOENAILED TO DOUBLE PLATE WITH
DOUBLE PLATE
BRACING INSTALL 2x6 No.2 SYP T BRACE EXTERIOR BEAM - /a THREADED ROD 0.131"x 3/a NAILS @ 4"O.C. STEMWALL FOUNDATION - EXTERIOR MINIMUM %6" RATED SHEATHING, o
I 5" " 1 n 1"
; NAILED TO EACH PLY OF TRUSS WEB
(AS NOTED) 0. I WITH NUT SET IN
+----- , 1, I 4 --- - --- ---- WITH 0.131" x 3" NAILS @ 6"O.C. I I Y THREADED ROD SET 7" INTO EXPOSURE I FASTEN AS NOTED
ADHESIVE TRUSS (AS NOTED) 0
PLAN VIEW AT TOP OF POST I - ADHESIVE ON WALL LAYOUT (BLOCK ALL
-- ---- t �_ � ; (7" EMBEDMENT) EDGES) a
DOUBLE PLATE INTERIOR APPLICATIONS- cn
CIOa I a � � MINIMUM %6IF EDGE DISTANCE EXCEEDS 5"
" RATED SHEATHING, �
° a ca
' ' EXPOSURE I FASTEN AS NOTED USE MONOLITHIC CONDITION
e a
NOTE: ° I I a :.a / / .. L
\ a a� i a / / ON WALL LAYOUT (BLOCK ALL EDGES) a ° c
T -BRACING TO BE USED WHEN °
CONTINUOUS LATERAL BRACING IS " / `°
IMPRACTICAL.
SIDE VIEW AT BASE OF POST cn
T
SECTION - TYPICAL T -BRACE U DETAIL -TYPICAL CONNECTIONS AT EXTERIOR POST W DETAIL - TYPICAL DTT2-Z INSTALLATION co
SD -3
SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS 0
SD -3 SD -3 X c°n'
(USP DTB-TZ SIMILAR) SD -3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED
c
2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL V SECTION - CONNECTION OF PERP, SHEARWALL TO TRUSS 0
TO BAND BOARD WITH 0.131"x 3%°
LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C. SD -3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED
a
NAIL DIAGONAL BRACE TO BLOCKING a
WITH (3) NAILS
m
2x4 BLOCKING - TOENAIL OR ENDNAIL u;
EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING Lu0 2x_ BAND BOARD PER TRUSS 1
(3) NAILS U" cn MANUFACTURER TRUSS (AS NOTED) MONOLITHIC FOUNDATION - 3
EXTERIOR
Y8" CLEARANCE BETWEEN PANELS 2x4 SPF NAILER- NAIL TO TOP PLATE WITH Yz x 12' TITEN HD SCREW ANCHOR 0
BETWEEN FLOORS 0.131"x 3Ya" NAILS 6"O.C.
@ or 6e" THREADED ROD SET 7" INTO
I
NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE
WEBS WITH (2) NAILS
' I
m
STEMWALL FOUNDATION - EXTERIOR Q
2x4 SPF No.2 DIAGONAL BRACE 2�z" RATED SHEATHING RIM BOARD �" THREADED ROD SET 12" INTO 0
(TYPICAL AT EACH END OF
NAIL TO TRUSSES WITH (6) 0.131"x 2Y" NAIL PORCH SHEATHING AS NOTED �
f
CONTINUOUS LATERAL BRACING) NAILS. ADHESIVE 0
w.
I o
NAIL DIAGONAL BRACE TO TRUSS EXTERIOR FRAMED WALL INTERIOR APPLICATIONS a
h WEB WITH (3) NAILS TOENAIL TRUSS TO PLATE WITH
c
(2) 0.131"x 3Y" NAILS IF EDGE DISTANCE EXCEEDS 5" USE
ca
Yz"x 12" TITEN HD SCREW ANCHOR
m
DOUBLE PLATE (U.O.N.)
or %" x 8" TITEN HD SCREW ANCHOR
or Y8" BEADED ROD SET 6" INTO
ADHESIVE
o U
SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA Sf:CTION - EXTERIOR WALL P °° ' w a
Z L ARALLEL TO TRUSS L,,
I � 0
SD 3 SD 3 O
CONTINUOUS LATERAL BRACE (QUANTITY SIMPSON %"ID x 6" TITEN HD OR o
AND LOCATION DEFINED BY TRUSS SHOP
Q
j DRAWING.) 0 s c,$" THREADED ROD SET IN ADHESIVE_ w ■
WITH MINIMUM 4" EMBEDMENT 0 o Q V
NAIL CONTINUOUS LATERAL BRACE TO WITH 1" WASHER Z —
V —
j EACH TRUSS WEB WITH (2) NAILS SHEATHING BB DETAIL - TYPICAL HTT5 INSTALLATION —� CO
I ROOF TRUSSES (BY OTHERS) FIELD NAILING SD -3 (USP PHDS SIMILAR) ; Q O
DETAIL -ANCHOR BOLT — Go
UPLIFT CONNECTOR (AS NOTED) SHEATHING EXTENDS DOWN ONTO L U Go V
c Z W
2x4 SPF BLOCKING- NAIL WITH (2) RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION - �, w p
(3) TRUSSES MINIMUM 0.131"x 3 Ya" NAILS AT EACH END TO ALLOW FOR NAILING EXTERIOR
0 w
(END NAIL OR TOENAIL) �/ % THREADED ROD SET 15' INTO 0 �
FOR CONTINUOUS LATERAL BRACE AT SOLE PLATE ADHESIVE � 0
RIM BOARD
DOUBLE PLATE w JOB NUMBER:IS-2176 couNTY DUVAL
STEMWALL FOUNDATION - EXTERIOR NU/aT WITH 2 x 2 x �s WASHER �, -1'-0' (U.O.N.)
NOTES: / (2) ROWS 0.131"x 2%" NAILS Z8" THREADED ROD SET 15" INTO ALTERNATE: SIMPSON LBPS � DO NOT SCALE THIS DRAWING
TRUSS BOTTOM CHORD J' STAGGERED @ 6" O.C. REQUIRED ADHESIVE /SLOTTED
WASHER WITH 1" WASHER. = ELEASEDATE:
1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) IN UPPER AND LOWER SHEATHING 01-17-19
NAIL PORCH SHEATHING AS NOTED %"0 THREADED ROD
2) ALL NAILS SHOWN SHALL BE 0.131"x3" NAILS (U.O.N.) j MIN. a" SPACE BETWEEN PANELS IF EDGE DISTANNTERIOR CE EXCEEDS
� IF EDGE DISTANCE EXCEEDS 5" USE Q,
EXTERIOR FRAMED WALL SHEATHING EXTENDS ABOVE_
THREADED ROD SET 8 INTO x 6 SIMPSON %"Q1 %" TITEN HD ROD COUPLER DRAWN BY. CMF DJM
DOUBLE PLATE MINIMUM 6" ADHESIVE
TO ALLOW FOR NAILING 44 WITH 1" CUT WASHER CHECKED BY: FSS
EDGE NAILING AT DOUBLE PLATE ° OR 8" THREADED ROD SET IN ADHESIVE WITH w TITLE:
MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER cn SECTIONS AND DETAILS
<;..: (2 of 2)
Y DETAIL - TYPICAL LATERAL TRUSS BRACING DD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION CC SSEMBLY75
DETAIL - THREADED ROD A z SHEET:
SD -3 SD -3 SD -3
SD -3 (USP PHD6 SIMILAR) SD -3 o
O