255 PINE ST - ARCH & STRU DWGS. 34'-0"
13'-8" 2'—6'p 17'—10
- - - -- - - - - - - - - - - - - - - - - - - - - -
- — — — — — — — — — — — —
-- — — — — — — — — — — — — — — — — — — — — —
:0
2'-0"
Ll0
rl
N
To
6' ORV
Ir >
>
0 Ir SEE ENGINEERING FOR BRG FTG'S & DETAILS
19'-8" 14'-4" 0
I
Ll
L - - - - - - - - - - - - - - - - - - - - - - - - C14
I
— — — — — — — — — — — — — — — — — — — — — -
-a I El
L- - -- — — — — — — — — — — — — — -
-cc)
-4"
- — — — — — — — — — — — — — — — — -
.0
L — — — — — — — — — — — — — — — — — — — — —
20'-0" 14'-0"
el
34'-0" 71
7
ROOF PLAN V - 0 "
FOUNDATION PLAN I I o "
Revised:
4/22/15
FILE COPY
1987 REV PLAN
NOTES
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY
OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING
INSPECTORS USE PRIOR TO FRAMING INSPECTION.
PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O.
5/8" TYPE "X" GYP BOARD REQUIRED ON CLG PER R302.6 34'-0"
HVAC PENETRATING RATED ASSEMBLIES TO COMPLY W FBC R302.5 34'-0"
13'-8" 20'-4"
UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IF ACCESSIBLE) 3'-10" �$-6 �'-6",/ 2'-6" 8'-2" -2" 10'-0" 3'-4" 7
4'-8" 4'-5" 4'-7" 2'-6 8'-9" 9,-1
7
---------------
7:;
3030 SH
- - - - - - - - - - - - -1 7,
LINE OF BELOW El
17 OHC
5-SH 0 OHC 6x6 COX POST Cn c�
Lr)
00 - DW
I t m
SINK
-4- - LAN 1 0
T E2068 0 9' CL3 T
2'-4 KITCHEN (o
2030 SH / .1
TEMP OB 3030 SH 3030 SH 9' CLG 019 C14
,qoc,
110]
t--
o b, Lij
EU 2x6 WALL 0
z
< C14 6068 FRENCH W/ 2 SIDELITES
SEAT H 0 KS C) 00 of OPT .1
m SINK C4
0 N\
F\- - - - - - - - - - - - - - - cn
0 16 0 00
11 C14 0
T 13 1 n
--] I ^C 4 0
2668
im ====- -L - v- -0, 0
UJX W 5-10" 7'-10" - - - - - - - - - - -- 01REF
.14- L -i BAF TOP @ COUN -ER HEIGHT Di -
V v 0
-�O
668 1 PKT r2 4'-6 S-10"
R&S bj�
of 1 0
GREAT RM Li I
MASTER C,a- U-)
0.
9' CLG
2668 R&S TRAY CLG 2'-0' 2'-0" V)
(A 0
V)
I L 9' CLG DINING RM 0 Q�
/ - - - - - - - - - - -- 0
0 n R&S (Inn U) Lo 0
n 1 0 0 9' CLG 0
0 EGRESS 2x6 WALL 0
I / \ Lafi Lo
Z- - - - - - - - - - - - - 00
CLG _ _ j Li rl) 3'-4"
C 4 9'-4 7P-6" 2'-10" 7'-0 4'-0"
0 BDRM #2 1 1 11 1 -po r-) I
0 0 z
668 Ln
8' CLG L JL J
DRYER WASHER
1 1 1 1 � 13
-t o -1
-1 '00
U-) 00 2868 14-
1 1 2468 SLP
2'-6" 'ro WH 00 - -ro <
2668 AHIJ
"t 2 'c-4
0
(o Lij
I lo
R&S < "C4 io
z -cn-1 'cl4
F 2668 z
5068 )00 - rON Lwf) 1 9 0
04 C*4 w 0 xp�o co C4 -
N�-C) I a 1</�8 WWJ a I
C4<< < PARKIP%p8dNE� <
z
3 <
2" 2'-6 5'-YO' -j 0 3'-2" :z zcc l' E46 6
I FOYER
7'-0" -
I---7F—1 5
9' CLG
2868 m��- x
00
C'4 8 BDR11 --�4
BDRM #3 8' CLC U) GARAGE _0
46 1
8' CLG 8 0� 9' CLG - I
7- 0 04 -14-
w I GRESS
x EGRESS — '00
--I—- 11\ \�7-
3050 SH 3068 W/ 12" SIDELITE 2030 SH
0
I
a _4 ENTRY 6x6 COX F OST
EGRESS 9' CLG
668�====
2468 SLP C
x
166
C:)
-1
3068 W/ 12
LINE OF BELOW _j I
4-----J--
3050 SH 2030 SH -00
TEMP OBS
16070 OHD
lk L - - - - - LINE OF BELOW
- - - - - - - - - - - - - - - - - - - -
5'-10" 5'-8" 4'-4" 4'-2" 7'-0" 3'-0" 4'-0" 101-01, 101-011 2'-6 8,-0" 3'-0" 4-�
7
r 20'-0" r r 14'-011 20'-0" 13'-6"
7
34'-0" 34'-0" o
cz
2nd FLOOR PLAN 1 /4 1 ' - 0 " 1 st FLOOR PLAN I o "
�D
u
GENERAL
BUILDING CODE: 2010 FBC RESIDENTIAL AREA
2010 FBC PLUMBING
2010 FBC MECHANICAL TA13LE OF CONTENTS Revised:
2008 NEC 1 st LIVING: 902' 4/22/15
JAX BEACH LAND DEIV CODE PG DESCRIPTION 2nd LIVING: 1085'
CONSTRUCTION TYPE: WOODFRAMED 2 FLOOR PLAN TOTAL LIVING: 1987'
3 ELEVATIONS GARAGE: 412'
OCCUPANCY CLASS: "R" RESIDENTIAL 4 ELECTRICAL PLAN ENTRY: 56'
LANAI: 136'
SEE ENGINEERING FOR OTHER PAGES TOTAL UNDER ROOF: 2591'
2
1987 REV PLAN-
12
12 6
6 4' ORV 4' ORV
ct
2
4' OR V
"t� 75
>
ct
FIBERGLASS SHINGLES �:) 0�0 �V45
FIBERGLASS SHINGLES
HARDY LAP SIDING
HARDY LAP SIDING
LLI
2o�
LJ F__
z
LLI
SIDE ELEVATION 1 /4 �2 = 1 2 - 02, SIDE ELEVATION 1 /4 l ' - o >
EJ
12 ORV 12
6 67�
FIBERGLASS SHINGLES
6' OR V
FIBERGLASS SHINGLES
HARDY LAP SIDING BRG 18'—4"
HARDY LAP SIDING
ct
FIBERGLASS SHINGLES
FIBERGLASS SHINGL
FIBERGLASS SHINGLES ES FIN FL 10'-4"
BRG 91-01,
r-----------I
HARDY LAP SIDING I HARDY LAP SIDING
I H I FIN FL 01-01, Revised:
El 1 11 4/22/15
REAR ELEVATION I Z4 " V - 0 " FRONT ELEVATION I Z4 1 ' - 0 "
OFF- RIDGE VENTS= lLN FT PER 150 SQ FT OF ROOF
CONTRACTOR MUST VERIFY
3
1987 PLAN
oi �-4
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - 7�
—wGFI >
o3 C) C)
CA
FI
-L4— GFI F31
01 1 0 GFI — — — — — — — — — — — — — — -- QEqFI
I JL
FAN/LITE
& ACE
GFI N
GFI (;;rqFl
FdR FAN
FIREWIRE & BRACE PR I E & BRACE
FO� Ft LLI
Ll
- - - - - - - - - - -
L
PREWIRE & BRACE \\IA
FOR FAN
GF I
s Ll
-1
"57:
I (RGF PREWIRE & BRACE
FOR FAN
GFI GFI
w
<
PREWIRE & BRACE
FOR FAN GFIR m
FAN
LEGEND
LIGHT FIXTURE CEILING MOUNTED
LIGHT FIXTURE WALL MOUNTED — — — — — — — — — — — — — — — — -J
EXHAUST FAN
FAN
FEEXHAUST FAN/ LIGHT COMBO
FAN/LITE
110 OUTLET
220 OUTLET
GFI 110 OUTLET GFI
2nd FLOOR ELECTRICAL I-Z4 V - 13 " Ist FLOOR ELECTRICAL I Z4 1 — 0 "
(3 SMOKE DETECTOR
SWITCH
PANEL ELECTRICAL PANEL
RECESSED LIGHT
CARBON MONOXIDE DETECTOR
Revised:
4/22/15
PREWIRE & BRACE FOR FAN
ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL CODES
ELECTRICIAN MUST VERIFY
4
1987 REV PLAN
DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEETINDEX
ST-1......................STRUCTURAL SPECIFICATIONS
NOTES 3,4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ST-2�.... ....... ........FOUNDATION PLAN
Build�inq Code ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN
r W CD STUCCO AND DIRECTLY ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE ST-3A....................IST LEVEL ROOF FRAMING PLAN
Florida Building and Residential Codes,5"Edition(2014) MIN 19/12"SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR(1/16"24J16
eal
9 z ADHEREDSTONE INSTALLED HORIZONTALLY) W/8d COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN (IF APPLICABLE)
Code for Design Loads w -
w z (NOTE 6) FIELD, 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. SIMP SIMPSON FASTENERS LISP FASTENERS SIR USP FASTENERS ST-4A....................2ND LEVEL ROOF FRAMING PLAN (IF APPLICABLE)
FK�N_SUASCE 7-10 SON LISP FASTENERS SIMPSON SIMPSON
x ST-5.......................TYPICAL WALL SECTION SHEET
Li (8)Y4"x 1 Y2"SDS SCREWS (8)Y4"x 11/2"WS1 5-GC ST-6......................SECTIONS AND DETAILS
ROOF LOADING'............................._...............C,=1.25
6 � ALL OTHER VENEER MIN,/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL 1,2,3 IN STUD 1,2,3 WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d COMMON
TOP CHORD LIVE LOAD..................................20 PSF DTT2Z DTB-TZ CS18 CS20 EACH END OF ST-7......................SECTIONS AND DETAILS(IF APPLICABLE)
TOP CHORD DEAD LOAD....................... ......-,7 PSF FL (NOTE 8) W/8d COMMON: 6"O.C. EDGES AND FIELD(UNBLOCKED HORIZONTAL PANEL EDGES); Y2"0 x 4 Y2"EMBED EPDXY Y2"0 x 4Y2"EMBED EPDXY EACH END OF
>_ 6"O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL ED3ES) OR SCREW ANCHOR OR SCREW ANCHOR STRAP STRAP
BOTTOM CHORD LIVE LOAD
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) (18)0.162"x 2 Y2"IN (18)0.162"x 2 Y2"IN LEGEND
ATTICS WITHOUT STORAGE............ .......... 10 PSF (D R TILE RO MIN 1%2"32116 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 1,2,3 STUD/BEAMfTRUSS 1,2,3 STUD/BEAM/TRUSS (7)1 Od X i Y,2,, (7) 1 Od x 1 Y2"
(NON-CONCURRENT) 0 z OF PERPENDICULAR TO SUPPORTS W1 8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND HTT4 V 0 x 6"EMBED ANCHOR HTT45 0 x 6"EMBED ANCHOR MTS12 EACH END MTW12 EACH END OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL C\11
LU - _: (NOTE 7) 8"O.C. IN THE FIELD IN CONCRETE IN CONCRETE ALTERNATIVE FOR THE APPLICATION SHOWN
BOTTOM CHORD DEAD LOAD............. ..........5PSF co I
LU LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL
0 Lu
0 SHINGLE AND METAL ROOF MIN 7/1,"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMEN13ION (26)0.162"x 2 Y2"IN (26)0.162"x 2 Y2"IN
0 X: z PERPENDICULAR TO SUPPORTS W1 8d RING SHANK NAILS: 6"O.C.AT PANEL EDGES, 12" 1,2,3 STUD/BEAM/TRUSS 123 STUD/BEAM/TRUSS (9) 10d COMMON MS (9) 10d COMMON EOR ENGINEER OF RECORD 00
WIND LOADING....................... .........................C�=1.60 W a) (NOTE 9) O.C. IN THE FIELD. HTT5 0 x 6"EMBED ANCHOR HTT49 1/8"0 x 6"EMBED ANCHOR MSTA24 EACH END TA24 EACH END EW EACH WAY
ASCE 7-10, 3S GUST......... ..............................130 MPH OSB ORIENTED STRAND BOARD
BASIC WIND SPEED FLOOR DECK SHEATHING: 9/32"T&G OSB OR PLYWOOD WI 10d COMMON: 6"O.0 AT PANEL EDGES, 12"0 C. IN THE IN CONCRETE IN CONCRETE WSP WOOD STRUCTURAL PANEL
EXPOSURE CATEGORY. B (NOTE 5) FIELD. (20)Y4"x 3"SCIS SCREWS (24)3"WS IN STUD SYP SOUTHERN YELLOW PINE
BUILDING CATEGORY..................................... 11 IN STUD GROUP GROUP (13) 10d COMMON (13) 10d COMMON SPF SPRUCE-PINE-FUR 04
MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORI S W1 8d HCQ8-SCS3 PHD8 MSTA36 MSTA:36
ENCLOSURE CLASSIFICATION.... ENCLOSED PORCH CEILING BOARD SHEATHING: Z'O x 12"EMBED ANCHOR 0 x 12"EMBED ANCHOR EACH END EACH END CONT CONTINUOUS 04
INTERNAL PRESSURE COEFF........................ 0.18 COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. IN CONCRETE IN CONCRETE O.C. ON CENTER
C&C DESIGN PRESSURES.............................. (SEE TABLE 1) "SW'DESIGNATED SHEAR WALLS MIN 7/,,"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d CON MON: 3" (38) 16d SINKERS INTO (38) 16d SINKERS INTO (11) 1 Od x1 1/2"IN (11)1 Od A Y2"IN LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, LINO,
0 C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANE-EDGES), STAD1 STUDS I LK TRUSS/RAFTER (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) LL-
(NOTE 8) STHD14 STUDS 4 HTS20 I, HTW20
12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). WET EMBED IN WET EMBED IN 1)10d x I Y2"IN (11) 10d x I Y2"IN LVL 2.OE MICROLLAM LVIL ENGINEERED LUMBER, 1 3/4"WIDE LU
FLOOR LOADING..............................................C,= 1.00 _j
TOP CHORD LIVE LOAD..................................40 PSF NOTES: CONCRETE CONCRETE STUD STUD PSL 2 OE PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. _j
TOP CHORD DEAD LOAD....................... .........10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 1%2"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING (10) 10d x 1 Y2"NAILS IN (8)10d x I Y2"NAILS IN (5)8d x1 Y2"IN (5)8d A Y2"IN SYS 42 PROPERLY RATED OPEN WEB HEADER >
BOTTOM CHORD LIVE LOAD..........................0 PSF SHANK NAILS. (0.148"x 3"LONG). 2 STUD 2 STUD H2.5T/ TRUSS RT71 TRUSS z
LTT20B LTS19 INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS 0
BOTTOM CHORD DEAD LOAD............... .........5 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/Sol GALVANIZED BOX NAILS. Y211 0 x6"EMBED EPDXY 3/,"0 x6"EMBED EPDXY HA8 (5)8d x 1 Y2"IN TOP RT7AT (5)8d x 1 1/2"IN TOP OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS U)
3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR ARA RATED WOOD STRUCTURAL PANEL. OR SCREW ANCHOR ORSCREWANCHOR PLATE PLATE �e
SPECIAL FLOOR(GAME ROOM)LOADING....C,= 1.00 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF i (5)1 Od A Y2"IN (5)1 Od x1 Y2"IN INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM C)
CURRENT APPROVED APA.MANF.SPECIFICATIONS. (12) 16d COMMON NAILS 1 (12) 16d COMMON NAILS TRUSS <
TOP CHORD LIVE LOAD................................ ..60 PER ABU44 PAU44 H8 RT8A (5) TRUSS BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW
5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP V 0 x 7"EMBED EPDXY V 0 x 7"EMBED EPDXY (5) 10d x I Y2 IN 1 Od x 1 Y2"IN SPECIFICATIONS)
TOP CHORD DEAD LOAD................................ 10 PSF REDUCE SQUEAKING,Sol RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. TOP PLATE TOP PLATE 0i
BOTTOM CHORD LIVE LOAD...........................0 PSF 0
BOTTOM CHORD DEAD LOAD........................5 PSF 6. 15/,,"32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN ARA RECOMMENDATION PER ARA TE:;HNICAL (12) 16d COMMON NAILS (112) 16d COMMON NAILS (9) 10d x1 1/2"IN (8)8d x1 Y2"IN STRUCTURAL WOOD BEAM Nr
MAXIMUM FLOOR TRUSS SPACING...............16"O.C. BULLETIN Q370 WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, 1 %1'0 x 7"EMBED EPDXY STUD STUD LU
MIN STRUCTURAL REQUIREMENTS ARE 7/,,"24116 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEKIBLE VENEER ABU66 %'0 x 7"EMBED EPDXY PAU66 TSP (6) 10d x I Y2"IN (8)8d x I Y2"IN
(12"EMBED AT GARAGE (12"EMBED AT GARAGE LFTA6
WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . I DOOR RETURNS) DOOR RETURNS) PLATE PLATE FOUNDATION KEYNOTE CALLOUT
DEFLECTION CRITERIA U)
7. 1%2.'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURERS MINIMUM RECOMMENDATIONS. SH ULD HU48, HD48 (14) 16d COMMON IN (6) 10d COMMON (6)1 Od x 1 Y2"IN
(14) 16d COMMON IN H D481 HEADER DSP (8) 10d COMMON RSPT6-2 (8)1 Od x I Y2" STUD COLUMN KEYNOTE CALLOUT
ROOF TRUSSES.............................................. LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32"ARA RATED OSB OR EQUAL MAYBE USED TO SUPPORIF TILE ROOF. IN TOP PLATE TOP PLATE off
HUC48, HEADER HD28-2 (6)10d COMMON IN BEAM 1111111111111111110
TL/1180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES. HU28-2, (6) 10d COMMON IN BEAM
TIL MAX V UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 6'IN LENGTH. HUC28-2 HD28-21F IN STUD/HEADER STUDIHEADER 0
40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF, SHOULD NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 0
ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL HU410, (18) 16d COMMON IN H D41 0, (18) 16d COMMON IN (26)16d SINKER IN (28)16d SINKER IN y
OPENWE LOORTRUSSES/BEAMS.......... LL/360 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. HUC410, HEADER HD4101F, HEADER LGT3 WALL FRAMING LUGT3 WALL FRAMING NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS w 0
TL/240 HU210-2, (10) 1 Od COMMON IN HD210-2, (10) 10d COMMON IN (12)SDS Y4"x 221"IN (12)WS25 j/4"x 2 21" TO MATCH WALL FRAMING SIZE AND GRADE, UNO. <
TL MAX 114" TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN 0. HUC210-2 BEAM HD210-21F BEAM TRUSS IN TRUSS 2 2 ST D CL
ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN z
WOOD I JOISTS............................................... LL/480 NOTES 1,2,3 (4)Y4"x 1 Y2"SCS SCREWS (4)Y4"x 1 Y,"WS 15 SCREWS 00
0
FLEXIBLE FINISH-L1120 HGA10KT IN TRUSSIRAFTER IN TRUSS/RAFTER SDWC14500,SDWC15600 NO USP EQUIVALENT ANC OR
TL/240 STUCCO FINISH- (4)Y4"x 3"SIDS SCREWS IN HGA10 (4)Y4"x 3"WS3 SCREWS IN F_
TL MAX Y2" BEARING CONDITION WALL HEIG WALL HEIGHT TOP PLATE TOP PLATE BOTTOM OF STUD COLUMN CONNECTION
NOTES: &STUD TYPE 8 FT 9 FT 10 FT 8FT 9 FT 10 FT 11FT 12 FT -IST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN U)
1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER DIA. &EMBED SPECIFIED DIA. &EMBED P I -2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL 13�
FBC 1605.3.1.1. 2x4 SPF STUD 16 1 16 12 16 16 116� 12 -- COLUMN TO 1 ST LEVEL STUDSIHEADER/BEAM. Z 2 0
ON PLAN BOLT+ ON PLAN "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN fl- W W m < - 0
qT IL Lj 11 z � 0� M
2x4 NO.2 SPF 16 16 16* 16 16 16 16 12 1 1 < :2 U3 13 w I < z
z -NUMBER OF SDWC15450 CONNECTING STUDS TOBOTTOM PLATE I`-
0 L �e w 0
Ll 0 j -
TABLE 1 : COMPONENT AND (2)2x4 NO.2 SPF 16 16 16 16 16 16 16 16 16 16 NOTES: Lo Ln D 11 Z_ Z D w L3 In 0�
0
0 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 1, EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON Y2"x`12"TITEN HD OR USP WEDGE
HEADER STRAPPING KEYNOTE CALLOUT w w n L
CLADDING DESIGN PRESSURES 13� - BOLT+IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDCOWNS. 0 U > I- 00
W Lj Ld U3 0
2x6 NO.2 SPF 16 16 16 16 16 16 16 16 16, 16 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD z 0 a- w w j 0 LL a I
- 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH 0 a) M �- >. z 1- 0
WINDOWS AND DOORS 2x4 SPF STUD 16 12 16 12 0 1 IL z w P W In
EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. TYPE OF STRAP CONNECTING HEADER TO JACK STUD Z 0. 1.0 In 0 z 0
MSTA24 ' w
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. Uj < - 400 mw w I- � L a:
EFFECTIVE NE DESIGNATION 2x4 NO.2 SPF 16 16 16* 16 16 12 12 DTT2Z Ld 0 LJ I- I y UW3 0 Z 0
Z = 5. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIEDABOVE MAY BE USED FORABU POST KING/JACK GROUP BOTTOM CONNECTION Z < 11`- M � IWI- I- xzw < �
WINDAREA IZ-Interior TZ00-11e Psf) EZ-End Zone(psD < 0 (2)2x4 NO.2 SPIF 16 16 16 16 16 16 16 16 16 16 -I ST LEVEL STUD GROUP: HOLODOWN REQUIRED AT BASE OF STUD GROUP �- �_ 0 < 0 1 0 z D I
� 0 BASEANCHORS, CS18,AND MSTA FILATSTRAPS. U) < Z �- Zwiltcx
ft2 O � - -2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD 0 a w w tL I a w <
0-20 +18.24 -19.79 +18.24 -24.42 0 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 m I zi w
GROUP TO 1 ST LEVEL STUDS/HEADERIBEAM. U w 3 z
< L] Wzwu Eno < 2w
ft2 TABLE 8: SPECIFIED SW WALLS T7 xi.- 00 �- O - 1 � [2z
21 -50 +17.36 -18.91 +17.36 -22.67 2x6 NO.2 SPF 16 16 16 16 16 16 16 16 16 NUMBER OF HOLDCOWNS/STRAPS AT BASE OF KING/JACK GROUP LLJ E � Ow Fz4pww_ mE
- NOTES 1,2,3,4 Li Z _x < W < x In L z
51 _100 ft2 UJ WW X 4 X ' 7 1- 0 0 D 6 W W .
+16.31 -17.86 +16.31 -20.56 NOTES: Z ZU wlljzz ] �- z F_ z
1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON 1 > z< 0 - 10019L]
ft2 HEADER FRAMING KEYNOTE CALLOUT Q 6 z < :Eq
101 -200 +15.50 -17.05 +15.50 -18.94 PLAN. zO0z >- Lww11 :3 _ _
2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. )2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING z UJ Ul El < m z - of< z � -
END STUD GROUPS UJ z _j 2 w :3 Uj < 2 I_ 1�
AX PRESSURE(psi) +17.4 23.2 3. STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL EN:)ZONES TO BE U w
NUMBER OF JACK STUDS EACH SIDE OF OPENING < < z >, z < 0 0 4 �
SWTYPE NUMBER OF STUDS C) F- I Z p 2 D Z Ld Q I_ _ 0,
z L3 < U It 13 1 Ld A Z <
GARAGE DOOR PRESSURE SEE FRAMING PLAN
6 16*
1 6 1 6
1 6 1 6
1 6 1 6
:LA DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 41 END ZONE LOCATIONS.
TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN . SWI,SW2, SW3 SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYR) OR WSP z
P N] 2 I_
�OTES 1,2,3,4 X 1 0
PRESSURE TREATED LUMBER SW4 3
LL
z SHEET NO.
r DIAMETER LENGTH 1. KINGIJACK STUDS MAY BE INCLUDED FOR STUD GROUP NUMBER OF PLIES IN HEADER
8d COMMON 0.131" 2-Y2 REQUIREMENT. 0 ST-1
8d RINGSHANK PRESERVATIVE FASTENER TYPI
0.1131, 2-3/," Z� ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT 1-
10d x 1-Y2" 0.148" ACZA STANDARD CARBON STEEL 9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING STRUCTURAL
142 END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W1 0
- STAINLESS CONNECTORS AND
0.131" 3'
10d BLOCK W1(20)1 Od TO END STUD 0-
SODIUM BORATE(NOTE 1) MIN 36 NUMBER OF JACK STUDS EACH SIDE OF OPENING
END ZONE KEY MAP SPECIFICATIONS
END ZONE: END ZONES SHALL BE TAKEN 10d COMMON 0.148" 31. FASTENERS REQUIRED. swi JOB NO.:
AS THE 1ST 4.0'PER IRC FIGURE R301.2(7) 12d COMMON 0.148" 3-Y4" CONNECTORS MUST HAVE HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) 0
0.148" 3 Y" ALL OTHER PT Z-MAX, G120 OR TRIF LE ZINC END STUDS CONNECTION(NOTES 5,6,7) DEPTH OF HEADER BL2438
R -4 COATED FINISH. -WIDE UNO)
16d S�INKE_ 2" < >/ 1 ST LEVEL 2ND LEVEL NUMBER OF PLIES IN HEADER(I 3/4t SUBDIVISION:
16d COMMON 0.162" 3-Y (INCLUDINGACQ& MCC) ALL FASTENERS MUE T BE HOT SWTYPE HOLD DOWN STRAPPING
NOTES: DIPPED GALVANIZED
o Biggar Residence
Swi DTT2Z MSTA36/CS18 HEADER FRAMING _J
D-
I. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: SW2 HTT4 (2)MSTA36/CS1 8 L1_
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W1 SODIUM BORATE TREATMENTS BEARING ON 1. ALL HEADER JACKAND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d @a O,C.
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIF ECTLY SW3 HTT5 (3)MSTA36/CS18 STAGGERED.
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN SW4 HCQ8 (4)MSTA361CS18 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: 0 LOT NO.
BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. * SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. z
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF :"I - ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W1 8d 1<
$ BOTTOM PLATE ANCHOR SPACINGAOTE 71 COMMON @ 3"O.C. 416 FLOOR PLAN:
A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE " I 1 11, 11 Jill (D
SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. SWTYPE MAX ANCHOR SPACING - EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING 0 1987
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE _j
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. Swi 48"O.C. - NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W1(1)CRIPPLE STUD AT EACH END 0
CONCRETE AND FOUNDATION NOTES SW2 SW3 SW4 24"O.C. 3. WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL Z DESIGNED:
SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING M JML/SCP
1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). 4. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH (2)ROWS 10d @ 8"O.C. , STAGGERED ALONG EACH EDGE.CA Cw):
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). 5. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS . REVIEWED:
3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A616 GRADE 40 DEFORMED BARS(UNO). 6. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. x
4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 24"LONG#4 BAR IS RECOM161ENDED TO BE 7. UNO ON PLAN, MIN(!)SDWC15600 TOP PILT TO KING STUD AND(1)SDWC SDWC15450 KING STUD TO BOTTOM CLLLi DBM
INSTALLED AT ALL REENTRANT CORNERS. NOTES: PLATE CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT < REVISIONS DATE
5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 112 INCH TO 2 INCHES IN LENGTH. 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE.
4.0 FT DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFAZ;TURER'S BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF 8. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR
1ST FLOOR ENDZONE RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C11 16. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3, SW4, OR SWB ON THE PLAN. OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE:
ITYP)� DESIGNATION CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. - TOP PLATE TO HDR W1 SDWC15600 @ MAX 32"O.C.AS SHOWN, "ALTERNATE SECTION(HEADERS), ST-5
F 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOWAND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT - SPHw1(12) 10dx1-Y2"@16"O.C. OR ImIll
7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN - DSPw/(14) 10dx1-�/�"@16"O.C. OR
LU
ACCORDANCE WITH FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. I'OMPACT THE FILL IN 4. SWEI-SEE"SWEI-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. - FASTEN TRUSS DIRECTLY TO HEADER wl MTS OR HTS w/(14)10d x 1-1/2"(OR EQUAL APPROVED BY z
12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTORS RESPONSIBILITY TO 5. ZIND LEVEL"SW'SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: EOR). 3:
CONFIRM THESE ASSUMPTIONS. - HOLD DOWN WITH FULL-HEIGHT 21"DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 0
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS * 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W1 STRAPPING AS NOTED. IST LEVEL STUD GROUP TO SLAB WITHHOLD TABLE 9: PLANK-ORIENTED HEADER REQUIREMENTS UJI
LAPPED 6"AND SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF DOWN.
SUBTERRANEAN TERMITES. 6. DESIGNATED "SW'SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO.
9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS . SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. CONTINUOUS OPENING WIDTH STUCCO FINISH-L/360 FLEXIBLE FINISH-UI80 z
RECORD IF THIS CONDITION EXISTS. (NOTES 1,2) MAXIMUM 11'PLATE HEIGHT MAXIMUM 11' PLATE HEIGHT
10. TO CONTROL CRACKING, CUT V SAWCUTS IN THE SLAB INA 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEM NIT. CONTACTEOR It* -
FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED W TH CONCRETE WORK. FRAMING NOTES GREATER THAN 4' UP TO 6' (2)2x4 (2)2x4 0
11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR 9 Ful
GREATER THAN 6' UP TO 9' (2)2x6 (3)2x4 rP E X
ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN A x
APPLICATIONS. ANCHOR BOLT, THREADED ROD,OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO z C)
ALONE, CONTACT THE ENGINEER OF RECORD. THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MAINIF(TYPICALLY 11�'TO,'"GREATER THAN SPECIFIED GREATER THAN 9' SEE FLOOR PLAN SEE FLOOR PLAN FL
PRE-ENGINEERED TRUSSES & I-JOISTS ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. (2)2x4
MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. GREATER THAN 4' UP TO 6' (2)2x4
1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE 09
2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND 0 GREATER THAN 6' UP TO 9' (2)2x6 (3)2x4 I S�, RQCTURAL
SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND 0
a
ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET GREATER
DETAILED BY OTHER, THAN9' SEE FLOOR PLAN SEE FLOOR PLAN
ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS 1. PLANK HDRTO STUD GROUP W/MIN(6)10d TOE-NAILS, EACH END.
2. TRUSSES OR kJOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENIN
CONSTRUCTION IS COMPLETE. GS. FLE C kj,
4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 3. FOR OPENING WIDTHS LESS THAN 4',SINGLE 2x PLATE IS SUFFICIENT.
CONVENTION OF THE LAYOUT SHOWN HERE.
Z�
5. FASTEN ALL MULTI-PLY STUD COLUMNSAND CORNERS TOGETHERWITH(2)ROWS 10d @ 8"O.C.STAGGERED. 4. FOR PLATE HEIGHTS ABOVE 1 T,SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT.
3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. (� \�. I 1 11
4.0 WITH THE TRUSS SHOP DRAWINGS. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. REVIEWED FOR CODE COMPLLMCZ LU I �j�, "
NE 1' T
2ND FLOOR IT)FT 4. TRUSS UPLIFTS HAVE BEENCALCULATED BYTHE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURlN(3THE DESIGNOFTHE UPLIFT E 0
END ZO
(P)EF DESIGNATION RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. CITY OP ATLANTIC BMft X,
8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR
CL '."S,
5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. SEE PERMITS FOR ADDITIONAL LL r ur y, E.
6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGN=D AND SUBMITTED TO THE BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. < De
'F.E� No:71467
ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. META4r(U;((_) EERING 08'2s'-�615
4"CONCRETE SLAB Wl
6x6 WIA x W1.4\A/WF OR GENERAL FOUNDATION NOTES
FIBERMESH
1. EARTH AND EARTH FILL SUPPORTING SLA13S ON GRADE IS ASSUMED TO HAVE
A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010
8"MIN TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE
28"MAX SOILS. COMPACT THE FILL IN 12"LIFTS TOAT LEAST 95%OF MODIFIED
PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S
RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
VAPOR BARRIER x x
2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT
SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL
/x/\R/W\\'
x \ ��'
FOUNDATION WORK MAY BE REQUIRED.
3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE, CONSULT ARCHITECTURAL
FOOTING TO BEAR ON L 6"OPT. EXTENSION IN BRICK PLANS FOR LOCATION OF SLIDING GLASS DOORS.
FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE.
SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS.
0
12"UNDER 1 STORY WALL 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT
WITH(2#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET.
BAR IN BRICK LEDGE
16"UNDER 2 STORY WALL 36'-0" FOUNDATION KEYNOTES: (X�
WITH(3)#4 OR(2)#5 CONT 9
0')
MONOLITHIC FOOTING SECTION 13'-8" 2014pl 21-011 8"x8"DEEP THICKENED EDGE I
IF GROUND ADJACENT TO FTG SLOPES DOWN Wl(l)#4 CONT 14,
C%J
AND AWAY FROM STRUCTURE STEEPER THAN 2'-6" 17'-1 0" C"I
04
V-0"VERTICALLY PER 3'-0"HORIZONTALLY, IT 12"DEEP FTG W/#4 @ 12" CY)
b B EW UNDER BOX COLUMN,
CONTRACTOR HAS TWO CHOICES: A
1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE 1-4-- r— -I I FTG TO BE PROJECTED MIN LL_
OF EOR TO PREVENT EROSION OF SOIL. - - - -- - - - - - - - - - - - - - - - - - - 6"LARGER THAN BOX Ld
2. USE STEMWALL FOOTING COLUMN ON ALL SIDES
F- — — — — — — — -- — — — — — — -
(2)#4 OR(2)#5 CONTINUOUS 6x6-Wl.4xWI.4WWF
OR FIBERMESH 16"SQxl 2"DEEP FTG W/ z
A (3)#4 EW 0
co
9
24"SQx2O"DEEP FTG W/
(3)#4 EW
r/o/
7%
4
L 30"SQX20"DEEP FTG W/ Cli
(4)#4 EW
VAPOR BARRIER LIJ
16,
L F - - - - - - - - 36"SQX20"DEEP FTG Wl
ZN (4)#4 EW U)
OPT
48"SQx24"DEEP FTG W/ Z:)
(5)#4 EW,T&B
t0'-4' A
0
4"CONCRETE SLAB W/ 16'-2" 101-4pl 3--ill, 2'- y
6x6 W1.4 x WIA WWF OR 0-1
FIBERMESH <
U-0"A.F.F. a-
SEE ARCH. L z
DWGS. F_
4
8"MIN
_j L0 >_
F_ v X a z 1 0
8"x8"THICKENED 8" 1- Ul W x < . 0
IL L2 0 z Ix C�
FTG AT STEP-DOWN, < :1 a] 13 W , < Z
VAPOR BARRIER 4"CONCRETE SLAB W/ --- I� a y W �� I- a w 0
SEE PLAN 1) w 0 0 Z_ f- Z' 0 m 0 a , -
16-11" 2'-7" 6'-6" 1 2'-0" 6x6 W1.4 x W1.4 WWF 11 j w LI a] D�
OR FIBER MESH z w j - m j z z 0
8"CMU CHAIR BLOCK W/ Cj I- w w - 0 111 4 ll� 4 D W LL
(1)#5 CONT. m m > 0 E 0
TOP OF SLAB I z wo w, , o w wjwow � mw- 60M
U) 0 ai I >_ wzI__ 0
z w Cl) 0 IL Z P wj M
--------------- - 'n a iL >. w W o z Lj
U) z In In U
LU
z
61' 3 x Z
0 F-
9 0 z L 0 2
F R BAR.,- 0 w w IL I w
N040 NO5@18"O.C. m VAP Cf) < ZF- ZWL - OXJE < Q�
4"CONCRETE SLAB L w
1.4 M/ z < X luj o 0 1 0 z
W/6x6 WIA x W W/9"BEND @ BOTTOM L - - - - - - - -- - - - - - - - - - - - - -I Co Lo a W D Z 0 z
D uj w w 0 < 2 W
WWF OR FIBERMESH
VARIE
LLJ U = Ow �- za � WM2� [EE
8"MIN #4 OR#5 VERT REINFORCING LIZ X '� w
w 41
z
- - - - - - - - - - - - -- LU
UP TO 3 COURSES: 72"O.C. Z _ WaX Z ul
4 TO 5 COURSE
28"MAX S: 48"O.C. - Y >- z D �= � [�Lboo � w4
u 0 u z >. � (L <
Z z ll �� mz - [t < I_ z _zt
F_ 7 ll�
to w
UJI 2 of D
w W Lu F-
w in
ZI < 0 ll�
0
VAPOR BARRIER z a Ei 13 a 0 1 w z
< �_ f-- � z
0 w z <
FOOTING TO BEAR ON FIRM ADDITIONAL#4 OR#5 IN 0 Lj I- IL M O� F- 0 Q
BRICK LEDGE _j
UNDISTURBED SOIL LL
6"OPT. EXTENSION IN BRICK 1 1 SHEET NO.
LOCATIONS ON FND PLAN 3 VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE z
TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN ST-2
12"UNDER 1 STORY WALL 0'-4"
WITH(2#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.6 —<D &
BAR IN BRICK LEDGE T-41., 4'-0" CAST-IN-PLACE FOOTING SPECS FOUNDATION
T-2"
16"UNDER 2 STORY WALL 1-STORY:8"x 16"W1(2)#4 OR(2)#5 CONT 0
WITH(3)#4 OR(2)#5 CONT EL PLAN
2-STORY: 10"x 20"W1(3)#4 OR(2)#5 CONT m —
6 OPT 0 JOB NO.:
0 BL2438
CMU STEMWALL SECTION
L A SUBDIVISION:
Co CIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
C? — — — — — — S L M L
lMSUPECITA CTE SHOULD BFETXr=.Rcl,.
A �T
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 o Biggar Residence
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS _J
4"CONCRETE SLAB W/ MAY BE OBTAINED FROM THE ENGINEER OF RECORD. LL
6x6 W1.4 x W1.4 WWF OR 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <
FIBERMESH 0'0"A.F.F. ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. LOT NO.
Ll 1 A
SEEARCH. zkk L z
DWGS. - - - - >_ FLOOR PLAN:
- - - - - - - - - - -
71 1 1987
4" A -0"A.F.F.
01
A. 0
(BEYOND.), U-BLOCKW/ Z DE NED
UNDER DOOR
4"FLOATING CONCRETE (1)#5 CONT JML/SCP
0
VAPOR BARRIER WWF OR FIBERMESH REVIEWED:
12" UNDER I STO SLAB I W/6x6 WIAXWIA
- - - - - - - - - - - - - -
RY WALL x
WITH(2#4 OR(2)#5 CONT LIJ DBM
FINISH
IL
11-10 U) GRADE
K77
16"UNDER 2 STORY WALL 16'-3" 2 < REVISIONS DATE
>/
WITH(3)#4 OR(2#5 CONT
XXXXX/X&\<\��
20'-0" 14�4' 2'-0"
4
#4 OR#5 VE T Kx /x\<///�K//
>
REINFORCIN
uJ
MAX 72" z
36-0" 3: i
Lu
FOOTING TO BEAR ON F�JOM <
TYPICAL REINFORCING M ADDITIONAL#4 OR#5 z
BARS AT THICKENED UNDISTURBED SOIL IN BRICK LEDGE
FOOTING,SEE PLAN
VERT REINFORCEMENT TO 4"OPT BRICK LEDGE 0
MIN 24"LONG#4 OR#5 HAVE 6"BEND @ BOTTOM NOTED ON FND PLAN
BAR SET AT MID-DEPTH OF
SLAB,TYP ALL CAST-IN-PLACE FOOTING SPECS 0
RE-ENTRANT CORNERS 1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT LL
2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT <
U) STRU TU
LL -- - - - - - - - - - - N E NG
L
L CMU STEMWALL SECTION
j
MUST MW L S CTO
' 'L ' ', L
7 C
9 cis
1C�SPECI'AL CARE SHOULLD BE EXE.RCISED BY CONTRACTOR WHEN BACK
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4
71 zi"
COURSES HIGH, SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
RE-ENTRANT CORNER DETAIL 0,
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY '�-6 ', W
cc
(RECOMMENDED) ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. �'E
FOUNDATION PLAN 1 /4
PLAN VIEW, DETAIL TYPICAL @ ALL
RE-ENTRANT CORNERS
fzl.�No.71457
METAL CONNECTOR ENGINEERING -,06-23-2015
EIRAMING KEYNOTES
FASTEN FLOOR (METAL CONNECTOR)
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
SHEATHING TO BOX FRAME
W/10d COMMONS @ 3"O.C. a)
.......... 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS.
2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS
2X4 SPF BOX-FRAME SHEET(1)FACE
HERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE
BETWEEN FLOOR TRUSSES
TYPICAL OVER SW OF BOX-FRAME wl MIN 7/16" INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET.
OSB FASTENED TO BOX
D.C.
BOX FRAME TO TOP PLATE FRAMING Wl 8d @ 3 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONES OF THE FOLLOWING
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS
w/10d BOTTOM CHORD TO SW DEL TOP PLATE W/10d @ 3"O.C. 0
COMMONS@ 3"D.C. 0
*TOPOFlSTLEVEL B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR C14
DECK TO SW DBL TOP PLATE Wl 1 Od 3"O.C.
4. PORCH BEAM FRAMING NOTES
(2)2x4 NO.2 SYP TOP C9
V-
PLATE OVER SW 777FLOOR TRUSSES, A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV 0
(TYP) NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL.
TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE.
04
ELEVATION OF BOX-FRAME DETAIL OVER SW B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV 04
PORCH BEAM TO TOP PILT W/MTS12 OR MSTA24. Ce)
REQUIRED ONLY WHEN SPECIFIED ON FRAMING PLAN -1
swi NOTE 4 4x4 NO 2 SYP PT POST C. POST DOWN PORCH BEAMS ABOVE TOP PILT ELEV LL
PROVIDE DOU BLE STU D POST DOWN SU PPORT AT WALL FOR LU
PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR,
- - - -------- —- --------- --------------- ---
MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR
---------- >
MSTA24.
(2) 13/4"x 11Y4"VERSA-LAM 2.OE 3100 SP z
0
CN U)
D. BEAM ATTACHED TO EXISTING FRAMING
ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS
U) (2)2X8 0
SW2 7 W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. <
FRAME AS 2XI3 WALL
5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOPPER TYPICAL WALL
SECTION SHEET. 0
DTT22,�l "T
6. HIGH UPLIFT CONNECTION Llj
(2)2 -1 NOTE 4 -TOP PLATE TO STUD W/(1)SDWC1 5600 @ 16"O.C. OR(2)SDWC1 5600
O.C.
------ @ 24 Co
4 STUDS + (2) 1%"x 11Y4"VERSA-LAM -ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1 ST LEVEL
�6�STUDS =, W 2,OE 3100 SP-2/3 STUD"@ MAX 32"O.C.
x ER NOTE7A - 1 ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O�C. OR
< No- W/(2)2 PLANK-ORIENTED�HM�EAD
DTT2Z (2)SDWC1 5450 @ 24"0.C.
C)
7. PLANK ORIENTED HEADER FRAMING y
Ir
WSP HDR-0/2 A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W1(2)A35 <
EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON 0-
DETAIL SHEET. z
B. FASTEN PLANK ORIENTED HEADER TO JACKIKING GROUP WIT H 0
HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING I-_
8.SEE ELEVATION OF BOX FRAME OVER SW DETAIL"THIS SHEET.
U)
(2)2x4-1 11 >_ m
Iq X 0 z 2 0
rl- W W < . 0
Nr IL Lj 0 z te (z m
0 W , < Z
W F- W 0
z 13 cl 0 j -
Lf) M 0 0 - Z W 0 M M
w
z z a
wl mj am j< :3 Lu
[t af > 0 0 U 2
LJ id 0 w w
z W w
a a. w
WSP HDR-0/2 V) 0 0 Z
0- Z
a: P W j m 0 z LI
U) z E, a. >. w w Ul
LU < I I- < 0 m I w I,
0 W F- I y
J2 STUDS 000 'Coo, Ld Co W 12 Z
Z F- D� Z W < L
Ed� :)_\ z I
HOLD BACK LEAD STUD OF PERPENDICULAR Co z
DTT2Z z
< OwuJILYIE 0 wj < a.,
WALL 1/2"FOR CONTINUOUS SW SHEATHING I m W LJ Z Lo z :) . w
m < < Ljw uw cuol� 2w
0 0 z
z >< I- D 0 1- - 7 L
Lu EE z 0 w P Z p w w a
w 0 z _x w y < a LL L9
LU wx < I w n m z
Z Z W w I a Z Z F- Z W W
z
Ob C) Et3z >- LLm W , DEZZ ,
Zo - w< 1, H I-
z w W < m z - z 2
LjJ 2 Ld :1 F_ Ld m I- <
> LU Z E) 19 a]
< Z z I < Ll
F- I P F- �' :) w It
SW2 z z
Z Z U < E LJ a� 0 1 w z
DTE 8, MIN(6)TRUSS BAYS 0 w I- j F- 7 0 j
2 STUDS 0�� z IL 0 4 0 E� I- z
0 o La F- LI LJ
2 STUDS 0 _J
U WZ
00 LL
!L z SHEET NO.:
0 ST-3
Z
Om
3 STUDS t w' I � 0� STRUCTURAL
� O 0
<
0 (r CL FRAMING PLAN
DTT2Z it 5 1
0 JOB NO.
L) BL2438
3 STUD 3
0
%VE 0 fr SUBDIVISION:
2 ANCHOR 0�
Biggar Residence
WSP HDR-0/2 0
_j
LL
SW2 LOT NO.:
NOTE 4
z
3 STUD33J2 3STUDS L..(2)2x8
�E NOTE 4 >
nT2Z DT72Z Im' 1 (2)2A2 o FLOOR PLAN
0 1987
0
Z DESIGNED:
(714 4x4 NO.2 SYP
JML/SCP
PT POST
V) LU
F- REVIEWED:
X
LU DBM
GARAGE DOOR DESIGN < REVISIONS DATE
_j WIND LOAD(PSF):
+15.43/-17.30
SHEATH BOTH SIDES SHEATH BOTH SIDES >_
OF GARAGE RETURN OF GARAGE RETURN
C)
LU
z
0
LU
z
U)
U)
STRt
NU Ym,
ENt f
-01 14,
if 11011 UU
FIRST LEVEL STRUCTURAL FRAMING PLAN 1 /4 ATF� CIF
X
LU
CL 0 L7 0
METAL CONNECTOR ENGINEERING
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN U)
A.01111111
1. PRE-MALINFACTURED SHEAR PANEL
• INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
• SHEAR PANELTO SWDBL TOP PLTWI 10d @ 3"O.C.
• FLOOR DECKTO SHEAR PANELW/10d @ 3"O.C.
2. TYPICAL BEARING BLOCK
- BEARING BLOCK TO BE NO.2 SYR MIN 48"LONG AND TO MATCH
DIMENSION OF TRUSS MEMBER.
- ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS
BOTTOM CHORD Wit(3)ROWS 10d @ 4"O.C.STAGGERED. 0
0
3. LEDGER FRAMING NOTES: Lo
• FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX
00
24"O.C.SPACING) 4
• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0
LOCATIONS ON PLAN 0 1)
• SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER
20'41' PROTECTION AGAINST CORROSION
• IN ACCORDANCE Wit FRC 502.2.1, EXTERIOR DECK
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH Co
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT _j
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY.
0 m m m m m mm m n, m m m 0 0 0 ROOF FRAMING LEDGER:
C:
m
2x6... ....... ........(4)12d COMMON
.....................1,
11�. r1i 2xB....................(6)12d COMMON >
z
2xl 0.......... .......(8)12d COMMON 0
4!
2xl 2..................(10) 12d COMMON cf)
CJ27 CJ27
FLOOR FRAMING LEDGER(Wit Ni C)
<
PT 2X6................(3)16d COMMON
i PT 2x8.......... _(5)16d COMMON
CJ26
CJ26 PT 2xI 0..............(7) 16d COMMON C)
PT 2xl 2..............(9)16d COMMON
E
LU
BEARING BLKI REQ'D S E, NOT�2 FLOOR FRAMING LEDGER(W1 SCREWS):
GJ25��--��d---------------- CJ25
PT 2x8................(5)Y4"X 4412"LONG#14 WOOD SCREWS
FB01
----------------- PT 2xl 0..............(7) Y4"X 4412"LONG#14 WOOD SCREWS
�411 A16 PT 2x6................(3) Y4"x 4-Y2"LONG#14 WOOD SCREWS a)
X 4-Y"LONG#14 WOOD SCREWS
PT 2xl 2..............(9)Y4 2
v
0
HTS20 H Tt' 00 t
20 OR 1
CD
N 4. OVERFRAMING NOTES y
ms
ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX.
LL u_
CD
_n - ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN.
"n. <
CID - FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W1(3) 16d
z
COMMONS MIN.
M
0
EACH RAFTER TO"SLEEPER"Wif SIMPSON H3 UPLIFT
CONNECTOR.
ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
cf)
FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO
Lo
>_
RAFTER WHERE APPLICABLE W1(5) 1 Od COMMONS MIN. 1qT X a
z 2
IL
RAFTER SPAN SCHEDULE
...... < :I In El W L z
O.C.
LUMBER SIZE ul 0 0 z I- 'z11InOQ `
L0
SPACING 11� o j - w 0
>. EL m J Z z 0
: ::) W LL
2x6 2x8 2x1 0 2xI 2 1- w w M �� 0: 4
> �- orj 2
U W U]
&I b
w
12"
14'-5" 18-4- 21'-8" 26-13" z I w w w i
- 0
a. z W
W 121-611 16-10'9 18,91. 22--1 W z 1Da. >- ww JILO OZO
w
3 Lj
0 0 w
24" 10'-2" 17-11 164" 181-01. w Z
z <
LJ F- UI [L
Id
20 L.L./l 5 D.L.#2 SYP 0
U)
0 Lj w a. 7
t uj
z
0 LI z w w a] 0 1 w
CEILING JOIST SPAN SCHEDULE z x W 0 G F- 0 Z
LL
Lu L9
w F z w m- m
O.C. w Z L
LUMBER SIZE 1w, �X < W 0� ul z
Cl) SPACING LLI w1 < 1w2F- QOo
z zw E ,� zz ] �fz6ww
z
Z< O - _ ELLIoLq1< 0
2x4 2x6 2x8 2xl 0 > w
0
p
z
18. z
-81. z z
12" 111-101, 24'-7" 26-4- Li Ld j 2 - W :3 w
C0 Lu L9 w ED I-
__:_ -1, 1 t In
...... L3
10.4. < w 211� w
16" 16-11" 21'-7" 251-711 I < Z >- z j < ule� o H < �
I- F- I Z Se :� z uJ W I- M
...........
z <
24" 9'-3" 13'-11" 17'-7 20'-11 Zo < - Lialli WO
F15 0 w z m
C� < [- F- I Di
SEE"ELEVATION OF 3OX-FRAME DETAIL OVER SW',SHEET ST-�i, L.L.15 D.L.#2 SYP 0
MIN(6)TRUSS BAY8� 10 -1
LL
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z
< SHEET NO.
BUILDER IN ACCORDANCE WITH FRC R302,12. 0
ST-3A
F14,
BEAM SCHEDULE
ROOF FRAMING
0
PLAN
..........
BEAM SIZE AND TYPE NOTES
eX 0 JOB NO�
BEAM NO
BL
F10 2438
j <
(2)13/4"x 16"VERSA-LAM 2 0
......... FB01 NOTE 2 9 SUBDIVISION
3100 SP
0� Biggar Residence
F13 0
(2)1%"x 16"VERSA-LAM 2.0 NOTE 2 LL
3100 SP <
LOT NO.
...... --------- ....... C18 BEAM SCHEDULE NOTES z
0
1. FASTEN EACH PLY Wit(3)ROWS 10d @ 12"O.C. STAGGERED.
CJ26 O.C.STAGGERED.
2. FASTEN EACH PLY Wit(3)ROWS 1 Od @ 6
(D
3. FASTEN PLIES W1(2)ROWS Y2"DIA.THRU BOLT W/NUT AND
...................... �,y
0 1987
WASHER @ 16"O.C.STAGGERED. PROVIDE 2"EDGE DISTANCE. _J
HTS20 0
HTS20 CJ27 Z DESIGNED
FBO2 .............. ,
—------—-------------
JMLi
uj
REVIEWED:
CJ261L�� M Ax
x
m `A� C14 U-1 DBM
m
CJ2T__ m -4 < REVISIONS DATE
t
Do
Ayl
0 m -n m m m m m 0 0
Lu
IN)
z
Z�
0
LU
20' 14' 2
TRUSS ENGINEERING NOTES: <
z
C0
0
� 34' * UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0
TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING
EX
TO THE TYPICAL WALL SECTION SHEET.
o ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING
U) I-Ci U
EN INE
C
rjLE X
7
11z
FIRST LEVEL ROOF F�AMING PLAN 1 /411 1 1 Oil
X:, -1-11%
wi
0-
e, <� ,MureiLy�,e.E.
< 4',� " f
'57
tA
METAL CONNECTOR ENGINEERING
N015
FRAMING KEYNOTES
(METAL CONNECTOR)
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS.
2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS
HERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE
INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET.
3. ATTACH SW TO FLOOR DIAPHRAGM PER ONES OF THE FOLLOWING
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS
BOTTOM CHORD TO SW DEL TOP PLATE W/1 Od @ 3"O.C. 0
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR 0
DECKTO SW DBLTOP PLATE W/10d 3"O.C.
04
4. PORCH BEAM FRAMING NOTES 00
Is.
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV C
0)
NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL.
TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE,
cli
cli
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV C%j
PORCH BEAM TO TOP PLT W/MTS1 2 OR MSTA24. C0
-j
C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV LL
PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR Ld
PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, -j
-j
MSTA24. POST DOWN STUDS TO STUDS BELOW W1 HTS20 OR 5:
MSTA24. z
0
D. BEAM ATTACHED TO EXISTING FRAMING V)
ATTACH PORCH BEAM TO EXISTING STUDS OR KINGIJACK STUDS I �e
W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. C)
5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOPPER TYPICAL WALL cli
SECTION SHEET. 0
IT E
6. HIGH UPLIFT CONNECTION: LLI
*TOP PLATE TO STUD W/(1)SDWC1 5600 @ 16"O.C. OR(2)SDWC1 5bW
@ 24"O.C. U) 0
*ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL I`-
STUD"@ MAX 32"O.C. Of
* 1 ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC1 5450 @ 16"O.C. OR Z)
(2)SDWCI 5450 @ 24"0.C. 0
2 STUDS Lu 0
0 0 7. PLANK ORIENTED HEADER FRAMING y
w A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 w
EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON <
DETAIL SHEET. z
B. FASTEN PLANK ORIENTED HEADER TO JACKIKING GROUP WIT H 0
WSP HDR-
HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING
U)
X 0
Z To
< C3
z a)
IL Lj
ul 0 W z
0 W 0
W �l I
L3 In 0 0 d
Lr) CQ D �- 70 � - wuu) w.
a, 0 Z w z z o
< W , - 0 M < D W I,
I- af Ix >
0 � Q 7
W w w W W L� M M -
z C�
U) >- wz �- o
a. Z Fwjm
U) z M III
a 0 a. > w W D z Lj
lF- < owlwwwI- � ww
LU <
Z of Z W <
U) z
C) uj w 0- y m w
rJ Z
Of W 0 :1 w
Lo < I., C3
w w Z w a < I w
0 z
z 4x�woQP0 - lL -
LjJ w P: Z w m - a 0
LU z
E-012:::] w Ld Z W 0�
w m < It w 2 F- O L30
Z zwLdIlTzz : F- z � Fwwz,
WS\P\HDR:W2� l > z< O - - jDCm < w �
(D Lo uz >- lwwa �' E � zl -
z 0
z
LU
w Ir
b
W M Id 13 1--
III
< z >- z I < LI � Ir
I z �l :3 z w W I-
Z L3 L31:10131 woz <
ow
z z
o 0 F- IL 10 0 1- L3 u
u-
SHEET NO.
z
0 ST-4
LLI N
STRUCTURAL
z 0. 0
D- FRAMING PLAN
ON
0
Z 0 JOB NO.
BL2438
gx
z SUBDIVISION
0 (L 0
Biggar Residence
LLI 0- -J
2 3 STUD �00 0
CS18 0 LL
<
LOT NO.:
z
3STUDS
On
0
CS18 FLOOR PLAN:
U) 0 1987
-j
0
z DESIGNED:
JML/SCP
LU
REVIEWED
x
LU DBM
WSP HDR-0/2
<
REVISIONS DATE
Co
C)
LU
z
3: 1
0
LU
z
co
D
0
EX
U) 1;1 1�
STRU, U
OT��' I
ENGINE& G
0
tG
7
if 11011 ali
SECOND LEVEL STRUCTURAL FRAMING PLAN 1 /4
�Nr B'Mur�dj,,PAE.
METAL CONNECTOR ENGINEERING <
-"E 7
21
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN U)
An 1111,
1. PRE-MALINFACTURED SHEAR PANEL Ai`0 `%
• INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
• SHEAR PANELTOSWDBLTOP PLTW110d @ 3"O.C.
• FLOOR DECKTO SHEAR PANELWI 10d @ 3"O.C.
2. TYPICAL BEARING BLOCK
- BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH
DIMENSION OF TRUSS MEMBER.
- ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS
BOTTOM CHORD Wl(3)ROWS 10d @ 4"O.C. STAGGERED. 0
0
N
3. LEDGER FRAMING NOTES: 110
• FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 04
00
24"O.C. SPACING)
• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED
LOCATIONS ON PLAN 0 1)
• SEE TABLE 3 ON SHEET STA/Sl FOR FASTENER 11,
PROTECTION AGAINST CORROSION cli
cli
• IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK N
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH Cf)
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT
ILL
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY.
ULT
ROOF FRAMING LEDGER: _J
34' 2x6..... ..............(4)12d COMMON _j
>
2x8....................(6)12d COMMON
z
2xl 0..................(8)12d COMMON 0
2x12..................(10)12d COMMON U)
0 FLOOR FRAMING LEDGER(WI NAILS):
2 IQ w w w w <
4' PT 2x6................(3)16d COMMON
'o PT 2x8....... ........(5)16d COMMON
tj
PT 2xl 0..............(7)16d COMMON CD
PT 2x12..............(9)16d COMMON
E
4 LidE.......... _-------
FLOOR FRAMING LEDGER Wl SCREWS):
CJ47
CJ14T :D
PT 2x6.............._(3)Y4"x 44/2"LONG#14 WOOD SCREWS
U)
PT 2x8......... ......(5)Y4"X 44/2"LONG#14 WOOD SCREWS
PT 2xl 0..............(7)Y4"X 44/2"LONG#14 WOOD SCREWS
C,146rm� CJ49 PT 2xl 2.......... (9)Y4"X 4-Y2"LONG#14 WOOD SCREWS
0
C)
4. OVERFRAMING NOTES
CJ45� CJ48
ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24"O.C. MAX.
SYP MIN < Ali
ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2
FASTEN"SLEEPERS"TO EACH TRUSSIRAFTER W/(3)16d
z
----------- EJ44 COMMONS MIN.
0
EACH RAFTER TO"SLEEPER"W1 SIMPSON H3 UPLIFT
CONNECTOR.
- ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
EJ43�-- EJ44 - FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO U)
L0
RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN.
Iq xO z 2 D
U
io� Ui
EJ43� RAFTER SPAN SCHEDULE io�
EJ44 El J L
In < z
Ld
O.C. L
14
LUMBER SIZE Lo 10 0 0 Z D L3
F- Z 0 W 0 W
SPACING w z
IL 0 z j - im
w w a] < a :3 w
EJ43�-� 2x6 2x8 2xl 0 2x12
EJ44 0 1- Y 'r > 1- 1 2
A Ld
W W 0 w w L Ul In
1211 z a [L w
14'-5" 18'-3" 21'-8" 25'-6"
ia� F- w Z
13 M
U) 0 EL Z P W j M
16" 12'-6" 151-101, 18.-91. 22'-l" 12� IL >- w UJ 10 a] o z U
U) W
EJ43
1 0 M I W W M F-
EJ43 24" LU < 0 W H I y 0 D
z
w w
10'-2" 12'-1 1 15'.4" 18'-0" z < I I_ ir J IT Er F- I- D� Z W L
--------------
5y—P < 0 z Li. a 0 2
43
20 L.LA 5 D.L.#2 Z
F- Z W L - 0 X
w
10� W 0 0 A
EJ43���- w I A
t m 1., 0 Z
w w Z ir 0 1 W
wi LID CEILING JOIST SPAN SCHEDULE 0 z
z < El 0 :z
EJ43 w P Z < P w m x -
0
O.C. LU X < W 1
LUMBER SIZE LU w w z - z
SPACING w m < x w 2 F- 0 U 0 0
z z w w IL It z z z w w
EJ43
z
Z D. 0 0 [9
2x4 2x6 2x8 2xl 0
EJ43 Z >. L w w 11 In F-
Z z
Ld im z - x< <
12-t Ill-101, 18'-8" 24�-T- 26--0" Lij W Pz
z w 3 Lg LU a
0.4. Lo i- 11w
EJ432 J
-11" -7 z z
1619 1 16' 21' 251 < :r :1 Ll m
I z z w
w
9 EJ43 Z j < Dirol W Z4
24" 9'-3" 13'-1 1 17'-7 20'-11" Fe a
0 w Z 4 F- F- 1 0 j
o I In 0 1:16 1- z
10 L.L.15 D.L.#2 SYP
EJ43�=�_
-------- ---------- ILL
EJ43 SHEET NO.:
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z
it N
BUILDER IN ACCORDANCE WITH FIRC R302.12. 0 -4A
EJi ST
CJ45 <
ROOF FRAMING
E38
0
PLAN
0 JOB NO.
BEARING BLK REQ'D SEE\NOTE 2 CJ46
TRUSS TO STUDS W/MTS12"
E39 BL2438
<
CJ47
SUBDIVISION:
ry
........... ..........
C -1 4 Biggar Residence
tj 0
E39
_j
ILL.
+
<
E391— .... LOT NO�:
+
z
>
E403�z FLOOR PLAN
0 1987
7
0
Z DESIGNED
JML/SCP
LU
1-- REVIEWED:
\�6
x
DBM
LU
<
REVISIONS DATE
LU
z
3�
0
UU
TRUSS ENGINEERING NOTES: <
z
U)
:D
UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0
TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING �z
iz PEX
TO THE TYPICAL WALL SECTION SHEET. 0
ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING ILL
W Z>I KUL I UKAL
ENGIN: EN
0
�,o
0
z
UJ
D A 11 11011
SECOND LEVEL ROOr FrXIWING PLAN 1 /4
S
X
W
"I ra�,B, Murray, P.E.—
METAL CONNECTOR ENGINEERING PE-No. 71457
06-Z3'2015
TYPICAL ROOF DECK. SEE TOP PLATE TO JACKJKING GROUP:
SHEATHING SPECS,SHEET STA (1)SDWC1 5600 SCREW AT OPENINGS 6-OR LESS.
2x NO 2 SYP BLOCKING TO FIT \k(2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6-AND&
TIGHT BETWEEN TRUSSES, 36"< c<8' SEE PLAN OTHERWISE
TRUSS OR RAFTER TO TOP PLATE W1 (3)10d TOE-NAIL @ EACH END,
SDWC1 5600 INSTALLED FROM BELOW BLOCKING MAY BE OMITTED C
PLATE AS SHOWN IN INSTALLATION#1 FOR HEEL HEIGHTS<9"
BELOW.
W H2.5A/T OR SDWC15600
Lu JACK/KING
WALL SHEATHING TO TOP PLATE W/8d TL CONNECTOR TO INSIDE
0 GROUP
COMMON,SPACING PER TA13LE 2 ST-1. ILL FACE OF STUD
BETWEEN TOP OF WOOD PANEL AND U)
CENTER OF FASTENERS. 0
1 0
2X6 NO 2 SYP BLOCKING AT FIRST (NI
2x No 2 SYP
TIGHT BETV
(3)1 Od TOE-f
BLOCKING h
FOR HEEL H
Lu H2 5A/T OR SDV
CONNECTOR T(
Ju FACE OF STUD
U)
r
TRUSS OR RAFTER TO TOP PLATE r (6)TRUSS BAYS FROM EACH
17 ::r TRUSS ToTop PLATE W/
OPTIONS, LINO: fT TYPICAL TRUSS CORNER OF BUILDING. EACH r
SDWC15600 OR H2.5A[T TYPICAL TRUSS
ST C — 'C IER: cq
-H2.5AFF INSTALLED @ INSIDE FACE TO TOP PLATE TO TOP PLATE .. . . . . .BL'O'CK'TO HAVE(1)A35 TO TOP TRUSS OVER HEADER:
0 PL T' S S OW PLATE.
-SDWC15600 CONNECTION TOP PLATE TO HEADER W/
OF PLATE AS SHOWN* CONNECTION TYPICAL 0)
H2.5A/T OR SDWC1 5600 @ HEADER JACMKING PROPERLY WIND LOAD RATED SOFFIT MATERIAL SIMPSON SDWC1 5600 @ MAX TYPICAL
EXTERIOR WALL I >
GROUP AND @ MAX 32"D.C.,SDWC MAY BE CONTINUOUS @ PERIMETER. SEE TABLE 1:COMPONENT TOP PLAI E TO STUD W1 TYPICAL 32"O.C. (SEE HEADER EXTERIOR WALL Iq
INSTALLED TO EITHER FACE OF STUD, SEE AND CLADDING DESIGN PRESSURES ON SHEET ST-11. SDWC15600 OR H2.5A/T TYPICAL EXTERIORWALL FRAMING NOTES ON SHEET
INSTALLATION DETAILS BELOW \__STU SP C P T L XIM EXTERIOR WALL ST-1 FOR ALTERNATES) C14
2x4 OR 2x6 STUD GRADE SPF OR D A ING ESR AB E3MA UM STUD ALIGNED DIRECTLY (y)
BETTER@ MAX 16"D.C. PER EXTERIOR WALL STUD SPACING. ROOF _j a)
PLAN BEARING ONLY. *SEE INSTALLATION#2 BELOW BELOW TRUSS RAISED HEEL TRUSS CANTILEVER TRUSS HEADER FRAMING UL_
LIJ
_j C:
_J
TYPICAL WALL SECTION ALTERNATE ROOF—TO—WALL CONNECTION ALTERNATE SECTIONS AT ROOF 5;
(SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) z
0
U) Mill
SEE TABLE 2:WOOD STRUCTURAL PANEL <
SHEATHING REQUIREMENTS FOR TYPICAL
STUD TO BOTTOM PLATE @ HEADER 3HEATHING SPECIFICATIONS C\I
TYPICAL EXTERIOR WALL SHEATHING TO BOTTOM PLATE 0
JACKIKING GROUPS AND @ 32"D.C.W1 STUD TO BOTTM PLATE @ HEADER JACK/KING WALL TYPICAL EXTERIOR OR W/Sol COMMON @ 3"O.C. OPT.2x LEDGER,ATTACH 1qr E
(2)SDWC15450 OR(1)SDWC15600,SDWC MAY GROUPS AND @ 32"D.C.W1 SDWC15450, INTERIOR LOAD BEARING TO FLOOR TRUSS TOP LIU
BE INSTALLED TO EITHER FACE OF STUD, SDWC MAY BE INSTALLED TO EITHER FACE OF WALL SPLICE WALL SHEATHING OVER CHORD W/10d @ 6"O.C. 5
SEE INSTALLATION DETAILS BELOW STUD, SEE INSTALLATION DETAILS BELOW
15;G RIMBOARD. INSTALL(2)ROWS 8d U)
BOTTOM PLATE TO TRUSS @ 24"D.C. E AND BELOW
ALTERNATE SHEATHING
BOTTOM PLATE TO TRUSS @ 24" W1 SIMPSON SDWC1 5600 ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS ><V
CONNECTOR: CONNECTOR: (MIN 1- ", MAX 5")AND SPACE NAILS A
O.C.W1 SDWC1 5450 BOTTOM PLATE TO RIBBON BOARD 2
W1 1 Od @ 6"D.C. EXTERIOR WALL 1"'x MIN. 18 GAGE ---- @ 4"O.C.STAGGERED, 0
COVERING PER SPECS 2 0
METAL STRAP @ 48" GABLE FLO
LOWER LEVEL WALL OR J
... ... . . . . . . . . . TO LAP UPPER AND S 12" D.C.W1 MIN(5)NAILS CONTINU-OUS 2x4 GAP PER APA RECOMMENDATIONS TRUSS BY OTHERS
I V EACH IN UPPER AND <
AS SHOWN. MIN(5) RIBBON BOARD'
NAILS PER STUD LOWER STUDS/HEADER
0
z
8d COMMON,SPACING PER TABLE 2,STA
MATCH FLOOR DEPTH
2X4 NO.2 SYP DIAGONAL BRACE @
WALL SHEATHING TO BOTTOM PLATE W/ .75"THICK(MIN)OSB/PLYWOOD RIM TO
48
V____�ONTINUOUS 2x4 RIBBON BOARD WALL SHEATHING TO TOP PLATE W1 O.C. DIAGONAL BRACE TO FLOOR U)
WOOD FLOOR TRUSS OR DBIL TOP PLATE W/(3)10d L0
TRUSSES BY OTHERS 8d COMMON @ 3"O.C. Iq X 0 >. It
WALL SHEATHING TO TOP PLATE W/8d TOE-NAILS AT EACH END. ll� A LU Z I D
BILE 2,ST-1 Z x x Ji
In 0 W L, Z
A se F- a
ALTERNATE STRAP TOP PLATE TO TRUSS @ HEADER TYPICAL EXTERIOR (n [313 Z it 'zu W D 0
CONNECTO S JACK/KING GROUPS AND @ 24"D.C.W/ 10, 0- Z Ld Wj LZI 'Z' 10.,
R� SEE W W
"METAL FLAT STRAP SDWC15600 EXTERIO SHE HING TO SPAN METAL FLAT'STkAP 2ND LEVEL ALTERNATE kA-" WSP RIM BOARD b x > O � WF- 00 2
W
W W 0 W W j 0 L
TOP PLATE TO TRUSS @ 48"D.C.W1 PARALLEL FLOOR TRUSS z 0 EL W
2ND LEVEL STUD TO STUD TO TOP PLATE @ HEADER JACK/KING SIMPSON SDWC15600 CONTINUOUS ACROSS FLOOR SYSTEM STUD TO 1 ST LEVEL STUD SPLICE CONNECTION 0 M a I- C� I- >_ WZI__ 0
1 ST LEVEL STUD" GROUPS AND @ 48"O.C�W/SDWC15600,SDWC V) 0 a. Z P W 13 Z Ll
DETAIL 0 Z
MAY BE INSTALLED TO EITHER FACE ALTERNAT PLIFT LU
Z
SEE INSTALLATION DETAILS BELOW OF STUD, STUD SPACING PER TABLE 3:MAXIMUM z < LIU Z W < L,
E FLOOR—TO—FLOOR U OWI- IIWD
< J X M
2X4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF FLOOR-TO-FLOOR UPLIFT CONNECTOR NOTES: TYPICAL EXTERIOR OR 0E0ZLMQ2 ' 0
AND FLOOR BEARING. F- Z L X
SPF OR BETTER @ MAX 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ALTERNATE INTERIOR LOAD BEARING WALL In Ld IL I x
16"O.C, UNO. SEE PLAN FLOOR-TO-FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER DO
0 < I C OW z Z
zz < cw �_ D _ j LIZ
ADDENDUM X I- - 0 L
STUD TO BEAM OR TRUSS @ 48" W Fe — 0 uj _ Z < F_ WM_ ME
2. ALTERNATE STRAP CONNECTOR APPLIES TO 1 ST FLOOR HEADER OR STUD w W Z �x < W � �� M L Z
TYPICAL WALL SECTION NOTE: FLOOR-TO—FLOOR UPLIFT CONNECTION NOT 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY O.C.W1 121"x 18 GA. METAL STRAP LU wa < ffwiF- oL3 :I '0 � WW
DESIGN BYAPEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. W/MIN(5)NAILS EACH IN STUD !K � T >. W1WZZiI- Z P Z
REQUIRED UNDER GABLE TRUSSES AND WHERE AND BEAM (D LD a L9 Z U 0 M � J 0
D Z Z I
Z >- L 11 W 0. 1-
Z Z A 0 Z F-
Lu j <
COMMON TRUSS SPAN IS 16—FEET OR LESS. WOOD BEAM OR TRUSS Z A :3 Ld L3
GIRDER PER PLAN 0 0 A L9 I_ j a] I a W
Z > Z 7 < L3 X 6 0 _ <
I- I Z �e n Z W LJ I-
Z Li < U 12� 0 1 A a Z
0 A Z < F- j F_ I Z 0
•ANCHOR BOLT(SEE OPTIONS)W1 NUT AND 2" MIN Y2"36 KSI 0 LIF- I W 4 06 1- - 0 j
SQUARE WASHER: —MIN Y2"x10"L-HOOK THREADEDROD MIN Y2"0x 6"TITEN HD MIN Y2"Ox 6"TITEN HD MASA TO TOP OF
-TWO STORY-STUD TO BOTTOM PLATE @ -EACH SIDE OF OPENINGS OR HILTI KWIK HUS-EZ OR HILTI KWIK HUS-EZ BOTTOM PLATE W1(6) LL
HEADER JACKIKING GROUPS AND @ 48" ANCHOR BOLT ADHESIVE(OR SHEET NO.:
•WITHIN 12"OF END OF PLATE SEGMENTS DO NOT USE J-BOLT AT 1 Od x 1 1/2" z
O.C.W/SDWC1 5450 APPROVED EQUAL) 0
•MAX 48"O.C. OTHERWISE HOLD-DOWN ST-5
21"DIA,x 212...MIN -SINGLE STORY-STUD TO BOTTOM PLATE TO TOP OF WOOD 2ND FLOOR WALL TO BEAM OR HEADER
EMBEDMENT @ HEADER JACKIKING GROUPS AND @ CONNECTORS PLATE
APPROVED 32"D.C.W/(2)SDWC1 5450 2X6 BOTTOM PLATE 2X4 BOTTOM PLATE TYPICAL WALL
WEDGEANCHOR -SDWC MAY BE INSTALLED TO EITHER WALL SHEATHING TO PT SILL PLATE WITH STRAPPING METHOB FOR UPPER LEVEL FRAMING TO BEAM(OR GIRDER) 0
OR EQUAL @ 48" FACE OF STUD, SEE INSTALLATION 8d COMMON, SPACING PER TABLE 2, ST-1 MASA TO SIDE OF 0- SECTION
8"EMBED AT STEMWALL BOTTOM PLATE W/(3) KING STUDS: EACH KING STUD TO BEAM/HEADER BELOW WITH Of
O.C. MAX W1 2 DETAILS BELOW 10d x 1 Y2" MSTA36(OR CS 18)WITH(18)1 Od, 0 JOB NO.
SQUARE WASHER 21"BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC MONOLITHIC SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER
AND CENTER OF FASTENERS. MONOLITHIC OR MONOLITHIC OR FOOTING ONLY BELOW PER SW SHEAR WALL SCHEDULE ON SHEET BL2438
STEMWALL FOOT STEMWALL FOOTING MASA SET Y2"TO THE
A< INSIDE OF SLAB. ST-1 SUBDIVISION:
I -E—MINIMUM MAX Y4"GAP BETWEEN ING
8 PER PLAN z APPROVED ADHESIVE z WHEN FLOOR SYSTEM EXCEEDS 16'DEPTH,USE SIMPSON CS18 Of
BOTTOM OF PANEL AND TOP OF SLAB. OR EPDXY ANCHOR MIN. Y** 0 Biggar Residence
EXCLUSIVEL
MONOLITHIC OR MONOLITHIC
M'
1 1% LL
STEMWALL FTG PER FOOTING ONLY <
z li� ALTERNATE SECTIONS AT FLOOR
13/4 PLAN 7 LOT NO�:
X�
A
' 0 SCREW ANCHOR IN ' 0 SCREW ANCHOR IN z
Y2" DRILL & EPDXY � 4 —
Y2" J-BOLT ANCHOR ANCHOR 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE MASAANCHOR >_
4G TO RESOLVE (D FLOOR PLAN:
AT SILL 0 1987
0. TYPICAL BOTTOM PLATE ANCHOR OPTIONS _j
0
Z DESIGNED:
TYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES: I-HOUR FIRE RATED ASSEMBLIES: T_
1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING o FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER 21/W�23/4. 0 JML/SCP
(SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) U.1
2. TYPICAL ANCHOR BOLT SPACING IS 48"O.C., SEE PLAN FOR THE ENFORCEMENT OF THE BUILDING OFFICIAL. 1-- REVIEWED:
TYPICAL WALL SECTION NOTES: NON-TYPICAL BOLT SPACING. REQUIREMENTS * FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1 Y2"NAIL PENERTATION INTO x
3. MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS @ MAX 24"D.C. Pressure LU DBIVI
1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"D.C. STAGGERED -// / :. treated sill CL
(UNO). MINIMUM 48"LAP W/MINIMUM(20)10d TN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AN ANCHOR MUST BE PRESENT WITHIN 12"OF THE END OF ANY PLATE - USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER < REVISIONS DATE
z
4. ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER SPECIFIED INSTALLATION DETAIL
2. 1 ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACITIES.
3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. - WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND
4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE Q. 30�� SDWC1 5450 at sill plate connection
5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK * %"TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR"TYPICAL 0. 0.Finish:Black E-Coat"m >_
WALL"FRAMING APPLICATIONS.AT"SW"WALL, OSB OR PLYWOOD MUST BE INSTALLED Optimal 22Y2' co
TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. 0
Note:Sill plate anchor to foundation not shown for clari LU
ty z
SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER S WCSTUD-TO-SILIL PLATE CONNECTION
0
"NOTE TO FRAMER" "NOTE TO FRAMER** LU
2
MAX(1)SDWC TO NARROW FACE OF MAX(1)SDWC TO NARROW F�A <
EACH STUD, (2)SDWC TO NARROW FACE EACH STUD, (2)SDWC TO NA )W FACE z
OF STUD REQUIRES(2)STI IDS OF STUD REQUIRES(2) T IDS W
Optimal 22Y2* 'Y"Min�4"rr�n, %.Irrin
Rafter or Truss 4 Wr ir 0
30'Ma �7 10* Y2"minimum llrrc� IF,1-3 �z -
Y2"Min 30* edge distance Optimal 22 Y2' SDWC15450 F_ �\ EX
forfullvalues Splicemaybein 3 0'\�� * 0
(with or without upper or lower MIN Y2" EDGE 11.
Rm Do not install SDWC in a plate splice) plate DISTANCE <
hatched area STR eT�
EE
____�SDWC15600
Y2"Max
Offset Y4"from ---
Y2"Min
top plate splice 0
"Overhan 600 MIN Y�2" EDGE
�/4"Max SDWC15 for full values
DISTANCE
Note:Sloped-roof rafters may be sloped up to and including a SDWC15600 SDWC15600 (1)SDWC 0
Rafter to Top Plate shown
12:12 pitch and must be"birdsmouth"cut. WC15 00 SDWC15600 LU
SDWC15600 SDWC15600 Truss to Top Plate similar Note.,Stud-to-Bottom Plate shown.All other installations
simt ar.
x
STANDARD SIDWC ROOF TO WALL INSTALLATION RANGE OPT.SWC INSTAjATICNI-TRUISS/lWTERAUGNEDVVffH STUD RANGE SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE OPT.SDWC STUD-TO-TOP PLATE jSDWC INSTALLATION RANGE OPT.SDWC STUD-TO-SILL PLATE CONNECTION SDWC EDGE DISTANCE AND SPACING INFORMATION W
jsTxmARDsDmRooFTowALLiwrxLAroN (SIM FOR STUD TO TOP PLATE CONNECTIO] 14 CONNECTION THROUGH NARROW FACE 140 AT NARROW FACE OF STUD 1121 THROUGH NARROW FACE AT FDN 3 0-
Ila 1 1 2 1 12a I OPT-Sum"'WAUATON 1 3 pdrst�,,',Mutyaj,,Pt.
METAL CONNECTOR ENGINEERI t\1 n, F�.I4:N 9'71457-
06-'23'16i6,
(1) DIAGONAL BRACE PER(10)TRUSSES APPLIED TO
TOE NAIL MIN 2x6 NO 2 SYP BLOCKING/— ROOF DECK OPPOSITE SIDE OF WEBS, DIAGONAL BRACE APPLIED AT CD
2X4 NO.2 SYP BLOCKING BETWEEN APPROXIMATE 45'ANGLE TO NO LESS THAN(3)TRUSSES.
(� TWEEN TRUSS TOP CHORDS W1 OUTLOOKERS. FASTEN EACH TRUSSES PARALLEL TO WALL: ROOF TRUSS 11 11 11 11
3.E)I Od EACH E NO BLOCK TO ROOF DECKAND DEL 2x4SPF(MIN) NAILER FASTENED OR RAFTER CONTINUOUS LATERAL RESTRAINT
FASTEN 2x4 NO.2 SYP DIAGONAL TOP PLT W/Od COMMON @ 3"D.C. TO DBL TOP PLT W/I Od @ 3"O.C. 2x4 SPF(MIN)BLOCKING (CLR). QUANTITY AND LOCATION
BRACE TO BLOCKING Wl(6)10d /7R F DECK BETWEEN EACH TRUSS. DEFINED BY TRUSS SHOP DRAWING.
2x4 SYP OUTRIGGER @ 24"O.C. TRUSSES PERPENDICULAR TO WALL: FASTEN TO BEAM W/1 Od
CLIP TO GABLE TOP CHORD W1 2x4 SPF(MIN)BLOCKING @ 4"O.C.
(1)H2.5T W/(10)8d x 1-21" BETWEEN EACH TRUSS. FASTEN
BEAM W/ D 15600
IL GABLE TRUSS
TO DBL TOP PLTW10d @ 4"O.C, TRUSS TO PORCH
APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE
24"LONG 2x4 NO. 2 SYP SCAB SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 0
OR THICKER CDX cli
APPLIED TO GABLE VERTICAL OR OSB FASTENED TO DO SO WITH OVERLAPPING BRACES L0
F OR BLOCKING BETWEEN TRUSSES, RAFTERS LIKE THIS(TYP EVERYWHERE
TRUSS WEBS Wt 10d AT 3"O.C. OR BLOCKING W18d
2x WALL FRAMING -/ 00
COMMONS @ 3"EDGE, PORCH BEAM
2x6 NO 2 SYP DIAGONAL BRACE 2x6 NO 2 SYP DIAGONAL BRACE 12"FIELD.
(SEE PLAN FOR LENGTH) - \_ PORCH BEAM TO POST: >
•UP TO 8FT SINGLE 2x6 ONLY WOOD STRUCTURAL (1)MSTA24
FASTEN(1)SIMPSON HGA10 BRACE TRUSSES NEEDING BRACING C\I
•UP TO 20 FT, 2x6 Wl 2x6 T-BRACE SHEATHING POST TO SLAB: N
CONNECTOR FROM THE DIAGONAL C"I
BRACE TO GABLE VERTICAL ABU POST BASE ANCHOR co
OR DTT2Z LATERAL BRACING - MULTIPLE TRUSSES U-i (D
FASTEN 2x6 NO.2 SYP (UNLESS NOTED OTHERWISE)
"T-BRACE"TO DIAGONAL F TYPICAL PORCH SHEATHING DETAIL 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). d
BRACE W/10d @ 3"D.C. 2x4 NO.2 SYP BLOCK CONTINUOUS THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY C
8'-0"OR AS SHOWN ON PLAN BETWEEN DIAGONAL BRACES. UNLESS NOTED OTHERWISE. CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.
FASTEN TO DEL TOP PLATE W/10d 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS >
2x4x8'-O"NO.2 SYP LATERAL z
AT 3"O.C. NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0
BRACE @ 48"O.C. FASTENED 4. ALL FASTENERS SHOWN ARE .131"x 3"LONG(UNO). wj
TO EACH TRUSS W/(3)1 Od 5. DESIGNED PER BCSI-B3,2007,
0
FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR KING AND JACK STUDS C\[
---T-/- -- _j L 0
FROM TO DIAGONAL BRACE TO GABLE VERTICAL PER ENGINEERING Iq
OUS LATERAL RESTRAINT WEB LU E
GABLE TRUSS TO TOP PLATE CONNECTION \�—�DBL TOP PLATE PER PLAN GARAGE DOOR BUCKtJAMB NAILED 7[6..M'v __T6"MAX a6l MAX E7�� BRACE SUBSTITUTE
1. FACE NAIL GABLE BOTTOM CHORD TO TO STUDS W/(2)16d COMMON OR
CONTINUOUS BLOCKING W/10d @ 8"O.C. 12d CC NAILS @ 16"O.C. WEB MEMBER W
J� SPECIFIED AjERNATEBRACING
2. STRAP TRUSS TO TOP PLATE WITH MSTA12 SIZE CLR T OR L CAB - I-_
EXTERIOR WALL PER PLAN (If
W/(8)1 Od @ 48"O.C. OR TOP PLATE TO WEATHER STRIPPING/STOP 2x4 1 ROW 2x4 (1)2x4 Z:)
TRUSS BOTTOM CHORDWI SDWC15600 I T-BRACE FASTENED TO 2x4 2 ROWS 2x6 (2)2x4- 0
INSTALLED VERTICALLY —WALL SHEATHING PER PLAN GARAGE DOOR WEB Wl 1 Od AT 6"D.C. 2X6 1 ROW 2x4 (1)2x6 0
F_ 2x6 2 ROWS 2x6 (2)2x4- �e
-7 Of
(DISABLE ANGLE BRACIING DETAIL (W/ FFGA1.1) -------------- 2x8 1 ROW 2x6 (1)2x8 <
2x8 2 ROWS 2x6 (2)2x6* a-
B 1) M USS S L C C T 'L 'W/ z 00
�x 0 C
I MAX.TRUSS SPACING 24"D.C. L-BRACE FASTENED TO 0
r''TI r)r)wr
_Rz RI n( KIN FIC)m
ROOF
OR
2
B
FTRU
FTE
x4 S
E
A
4
S
R
E
0
S
P F
E
N
E
C
N
T
RA
M
W
I N
E
0
A
BB
C
EL
H
AOCKING
TRUSS
T STO M w/l Od
RUS PORCH
BEAM W DWCJ 56(
0 R HI KER D IS
T C C X
OR OST FASTENED To
TRUSSES, RAFTERS
OR 13LOCKING W18d
COMMONS @ 3'.EDGE, PORCH BEAM
/0'OR AS SHOWN ON\PLAN
IL -- -4-
�p Y BE OMITTEn FROM OVERHANG PORTION OF DETAIL FOR 2x6 SYP GOAL POST ATTACHED A
. I jp�; y F
2) OUTLOOKERS, BLOCKING&CLIPS MA R nmim ATTACHED WEBW/lOdAT6"O.C.
NON-DROPPED GABLE TRUSSES W/12"OR LESS OVERHANGS. y NOTE: SINGLE TRUSS BRACING
TO STUDS W/(2)ROWS OF 3-lY2"
3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR
GOAL POST ATTACHMENT,THE GARAGE I. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U)
DOOR SUPPLIER MAY SPECIFY A FASTENING RESTRAINT(CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE Lr) >_ D�
SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. Z 2 [3
GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK I� W W 0� < a
WEB W/1 Od AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR 'IT IL 0 0 a:
PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, I < = a] 0 W L Z
SPECIFICATIONS THROUGH THE GOAL POST. -IF(2)BRACES ARE SCABBRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 0 � w t,- 0 w o
IT L
REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND In 0 C Z U a _j
_J61.MAX j6"MAX 6"MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. a zwj --2EjzzO
b < F Ld uj - 0 M < a < 2 W L
�U-j ww 0: > a E a U I
GARAGE DOOR JAMB DETAIL PERMANENT WEB BRACING z 0 0. w 0 wwjwwol� mm- 62
U) a 0 m U >- Wz [- o
[L . z Fwja3 ozo
0. >- w W to a]
LU <
Z < w 0 W F- I I W 0 Z
I I'_ M J M X I- F- W. Z W L
U) < z
AkTOP OF WALL. 4 Z LL Il 0 2
I- zwt. - oxj6 < a
w W
It D w
'f w 0 Z 0 z w W
< U W W W 0 Z
HEADER PER PLAN tr z X 1.- 0 0 1- 7 L -
LU i 0 w p Z < P w 0- It
wwz _X �� UILI < C� U. 19
LU z
w w
Z z w w 11 0� z z :1 w u,
1 >- z< o - _ mDom < w
0 E 10
z wwo < mz - o'. < " z3: - 4
j - I- Ld F_
LU Z 2 W :) III El
r2X4 HTT5 Ld 0 M W In F-
< z >. z 13 � I�
SHEATH INSIDE FACE ONLY IF NOTED C) I Z :3 z w
0 w Ll
ON FRAMING PLAN, ACCEPTABLE TO FASTEN STUD TO Z 0 U I� I
of 0 w z < - j I- 1 0 -1
STOP SHEATHING AT GOAL POST CORNER STUD GROUP Wl o Ll F- a w < 0 z 13 0
O.C.
LONG SPF SCAB W/(20)10d TO 2-ROWS 10d @ 6'
36'
STAGGERED. STOP NAILS LL_ -
d%Qo R HEAD CORNER STUD ONLY WHEN HOLD SHEET NO.:
�eHEIGHT DOWN I x AT BOTTOM 24"OF STUD z ST-6
DOWNS ARE SPECIFIED ON PLAN. FOR CONNECTOR 0
NO 2. SYP PLANK ORIENTED ::��'�PLANK HDR TO JACK C4 INSTALLATION
2x SPFCORNERSTUDS
HEADER, SEE PLAN FOR STUDS wl(2)A35,TYP
SIZE EACH SIDE OF HEADER STRUCTURAL
EXTERIOR WALL SHEATHING
JACK AND KING STUDS. SEE 0
ALTERNATE CORNER DETAIL EL DETAILS
PLAN FOR QUANTITIES.
..... ... .. JOB NO.:
GARAGE RETURNS TO BE PLAN VIEW BL2438
FRAMED AS 2x6. <
PLANK HEADER FRAMING ELEVATION 2 SUBDIVISION:
AT H DER AT CORNER ADDITIONAL WALL STUDS @ W
EACH JACK TO HEADER Wl MAX 16"O.C.AS REQUIRED o Biggar Residence
SIMPSON MSTA24. _j i
LL
16"0.3 <
FASTEN SHEATHING TO (3)STUDS MINIMUM 0- LOT NO.
NO 2 SYP DOUBLE GARAGE RETURN S' ATCORNER z
(2)SDWC1 5600 OR(2)MSTA24 rUDS,
STUDS TO TOP PLATE TOP PLATE TOP PLATE,AND BOTTOM
PLATE AS SHOWN W1 8d
0 FLOOR PLAN:
(2)MSTA36 TO INSIDE OR COMMON AT 3"O.C. INSTALL(l
TOP OF CHIMNEY 7/16-1 OSS. FASTEN TO OUTSIDE FACE OF WALL )SIMPSON HTT5 0 1987
AT CORNER END OF 0
SEE ARCH DWGS CHIMNEY FRAMING Wl 8d DIA.ALL-THREAD Wt 2"
COMMON: 3"O.C.AT PANEL NO 2 SYP DOUBLE ROUND WASHER DRILLED RETURN. SEE Z DESIGNED
TOP PLATE ALTERNATIVE HOLDOWN 1:
EDGES, 6"O.C. IN THE FIELD AND EPDXIED INTO JML/SCP
OPTIONS IN NOTE BELOW. 0
ABOVE ROOF DECK. CONCRETE W/7"EMBED LU
Lu REVIEWED
2x4 NO.2 SPF CHIMNEY INSTALL(1)SIMPSON HTT5 x
AT HEADER END OF --- BOTTOM PLATE LU DBM
STACK FRAMING STUDS @
z MAX 16"O.C. RETURN,AS SHOWN. SEE < REVISIONS DATE
ALTERNATIVE HOLDOWN
LU OPTIONS IN NOTE BELOW
F- IN�TALL DBL 2�' BLOCKING
0
b z 2x4 KNEEWALL STUDS IN FIRST TWO STUD SPACES. z z
�ZLU z LU
0 LU @ MAX 16"D.C. FASTEN SHEATHING TO Co
LU MONOLITHIC FOOTING
o U) a
BLOCKING WITH 8d
Z LU LU
o C MONS @ O.C. OR STEMWALL. LU
PRE-FAB TRUSS
z
LU
0
LU
DOUBLE TOP PLATE AT TRUSS 2
BEARING <
ELEVATION VIEW z
;KING @ U)
PLYWOOD FIREBLOC FASTEN STUDS TOGETHER 1)
TOP PLATE BY OTHER WITH(2)ROWS 1 Od AT 8"O.C., 0
\Z�> STAGGERED, EDGE NAIL �:: r
SHEATHING AT STUD GROUP, P: APEX
LAP FIREBLOCKING OVERTOP (2)2x4 BLOCKING BETWEEN GARAGE RETURN PEX
LU
m Z PER TABLE 2, ST-1 Gl U
L M
PLATE. FASTEN TO PLATE Wl TRUSSES TO SUPPORT �jjv�s is LL
2 a "O.C. E�ALT�ERNATIVES F20T2THIS APPLICATION&DETAIL ONLY:
w � I- 10d COMMON @ 3 KNEEWALL BOTTOM PLATE
z 0 0 (1)STHD14=(1) HTT5(MONOLITHIC) <
LU LU Z ABOVE, FASTEN BLOCKING w/ (2)PA51 =(1)HTT5(STEMWALL) U)
I-- U) STRUOTURAL-
CO LU (3)12d TOE-NAILS EACH END (2)Y,x 2-%"TAPCONS (1)ANCHOR BOLT
W 2x4 CHIMNEY FRAMING STUDS
m co
@ MAX 16"O.C.
0
EXTERIOR WALL
-------------------
THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL -A
N_�
90-DEGREE CORNERS.
LU
17- 1�T
AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR (.5
n
CHIMNEY FRAMING DETAIL (AT EXTERIOR WALL) 1�
CHANGE IN PLATE HEIGHT x
NOTE: PLYWOOD MUST BE CONTINUOUS OVER PLATE BREAK LU
W/MIN 18"LAP ABOVE OR BELOW BREAK 'pe 7, �'MUITay�,P E"
<
METAL CONNECTOR ENGINEERING �,No..71457
06-23-2015