19th Street 71 a
TYPICAL JOIST HANGERS SHALL BE
SIMPSON LU210 ALL OTHERS AS FOLLOWS:
SIMPSON HU212-3
SIMPSON U610
�C SIMPSON U210--2
TYPICAL EXTERIOR BEAMS:
W
* SOUTH AND NORTH ELEVATIONS 3" PIPE COLUMN U
THE BEAM SHALL BE (3) 2x12's (SEE DETAIL— TYPICAL) Z
W
* EAST AND WEST ELEVATIONS THE I) 0
BEAM SHALL BE (3) 2x12's C Z
Q W
W
C\2 CQ 0
Z
cv cv
Q _J
Q! W
LL— Z
BEAM TO POS & POST 0 BEAM
TOP PLATE [ STRAP
w/ (2) RTPGA830 (TYPICAL)
AA r� w m as
4x4 PT POST (TYPIC ) 3 1 X 11 L 'sa p llY4pl LVLS •
(1) 13/4„ x n n
117/e" LVL �' o 6 W
* M
co
co co ^
L
aQ rn rn O N
0 cv CQ
�. Q �b N
M
m m 0
:4 QA A
B U
ST FROM LOFT CORNER B CO
(3) 13/4" X 11'/4" LVL's RAISED 2 2x12 HE ER (3) 13/4" X 11Y/4" LVL's U)
Ll
2 1/4 X 11/e LVL s w v 0
W M v
(2) SIMPSON CS16 STRAPS
FROM UPPER POST TO LOWER a
POST ACROSS BEAMS (TYPICAL) cv cq
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A � � A
co co
L(3) 2x12's (3) 2x12's II /�y
�...., .. .�. .a......
F1 11 11 11
x1 's T Ca, 16'oc.
a c�
4";K4" �" S RA E "x4' x%4" TS FRAME
SEE DETAIL SEE DETAIL
it z �y
NOTE: IF 11�/a" LVL's ARE UNAVAILAI3LE THEN
LOFT FRAMING PLAN SECOND Fg
L OOR FRAMING PLAN RIP DOWN 1s x" LVL TO ILA
SHEET:
S - 3
S+
a
• • %6"ROLES FOR
VARIES '/z"BOLTS
SIDE VIEW
BOX OUT w/WOOD W
a-o' v
z w
3'-9 12, 8,_6„ 12' 3,-9„ J 0
3" PIPE COLUMN a' (f)
HOT-DIPPED GALVANIZED uj
AFTER FABRICATIONQ fy
I I I IQ I I ILJ LJ L
I - - - - - - --- - - - � _ I i I
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I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rl- z
12"W x 20"D MONO. FTG. 2" BETWEEN SLAB EDGE ro r JIB � - - - - - - - - - - - - - - I I I W
w/ (2)#5's CONT. AND STEEL PIPE COLUMN I I I I - --�------------ ----- ------ --- ----- - -- - ---
r� - - - -- - -- - - I II I ..� z
S I I L-i_ . J n.
F- - - - -- - -- - - - - - - - r - - _ - - - _ - I - _
O
8"x 8"x%" BASE PLATE I I I I I I 1 1 I I — („)
---
w/(2)1/2 x' 8" EPDXIED I I I I I I I
III=11-I_III I I I I I I
-111=III=III__III-- 1= ANCHORS I I
=1 11=1 I I-I 11=111-
(III III I� I II� II III III
MONOLITHIC FOOTING
INTERIOR BEARING FOOTING INTERIOR BEARING FOOTING 2x20" w (2) #5's CO
NT.
12" x 20" CONT. FTG. 12" x 0" CONC •
w/ (3) #5's CONT. W/ 20"
CONT.----_ I I I
I -
30" x 12 PAD FTG. I I I .10
I I I I I I I I I
1 I I-III-III=1 11=1 11=1 I I-1 11-1 I =_-1 #5's E.W.-i I I-I 11=1 I I-III-III---III-I 11-III- - )
=1 =1 I-III-I i -III-I 1-1 =zl I FICAL ALL PIPE COL.
II-III-III-111EII1=111-1 tATIONS I I I I I I
i
BRICK VENEER STRUCTURAL NOTES STUD TABLE
1"AIR SPACE MANUFACTURER CONNECTOR NAILING PATTERN
1/2" x 10" ANCHOR BOLTS 0 32" o.c. END
GTH
1. WOOD FRAMING SHALL COMPLY WITH SECTION 23 OF STUD SPACING FOR EXTERIOR LOAD—BEARING WALLS
w/ 2' x 2" x 1/8' WASHERS LEN
CUT CUT LENGTH SHALL BE 44• THE LATEST APPROVED ADDITION OF THE 'Lz;BC CODE. �
ALTERNATE: USE SIMPSON MAS OR LENGTH FOR 16* DEEP JOIST
SEMCO FA-3 AT 24' o.c. SIMPSON LTT20 10— 16d COM CEILING No. 2 SPF No. 2 SYP No. 1 SYP
2 x 4 PT SILL ON SILLSEAL NAILS 2. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6 O
w/ SEMCO TPP4 ® 32" O.C.
USE EPDXY ANCHOR ONLY WITHIN
6x6, 10x10 WWM OR 6" OF EDGE CONCRETE.
-00 A MINIMUM OF 4'—D" AND NAILED WITH 12-- 16d COM UFIBERMESH REINFORCEMENT SIMPSON MTT28B 24— 16d COM
NAILS OR 16— 3"x .131" GUN NAILS.
NAILS
CLEAR * 8 ft. 16"oc. 24"oc_ 16"oc. 24"oc. 16"oc. 24"oc.
SPAN ` 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR W
45'
SEMCO MTS276 24— 16d COM BRACED PER DETAIL. 9 ft. 16"oc. 24"oc- 16"oc. 24"oc. 16"oc. 24"oc. �
GRADE NAILS /-�/
6 MIL VAPOR BARRIER OVER 1 1
TREATED AND COMPACTED FILL 4. ALL SHEARWALLS SHALL BE NAILED AT 3" oc�. OR 6" oc. 16"oc.
1' 10 ft. 12"oc. 24"oc. 12"oc. 24"oc. 24"oc. �
END SIMPSON HD8A 3— /8" BOLTS (AS NOTED) ON ALL EDGES AND 12" oc. INTERMEDIATE
LENGTH oob a,
3 #5•s CONT. '"a; �`°• w/ 8d COM NAILS (U.O.N.) BLOCK ALL UNSUPPORTED J
MIN. 25' LAP 0 CORNERS Provide minhurg 1'
1'- " 8" end distance EDGES WITH 2x4 FLATWISE BLOCKING. SHEARWALLS 11 ft. N/A 16"oc. N/A 16"oc. N/A 24"oc. Q
NAIL w/ tI - Lod COM W
HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR
N L END LENGTH SHALL BE 15/32" CDX OR 7/16" OSB. (U_0_Iv.)
2 STORY CONDITION ( TOP AND BOTTOM ) Simpson Stron Tie 24"oc O U
16"oc. 16"oc- N A � �
R �- 5/8"x8" WEDGE 12 ft. N/A N/A /
TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER CS16 AT az• 11C, MTS27B ANCHOR 5. STRAP HEADER STUDS TO DOUBLE TOP PLATE w/
A 5/8" THREADED ROD WITH MIN. 5' EMBEDMENT W
TPP4/6 AT EACH END OF HEADER AND NAIL w/ 8- 10d 16"ac- �
TYPICAL 2—STORY BETWEEN FLOOR STRAPPING 3/4"x8" WEDGE COM NAILS OR 10- .131"x 2 1/2" GUN NAILS_ 13 ft. N/A 12"oc. N/A 16"oc. N/A W �
G MTT28B ANCHOR 5/8" THREADED ROD WITH MIN. 7" EMBEDMENT y z w
1/z' x 10:ANCHOR BOLTS A 32' o-c. SCALE: N T 5
w/ 2 x 2 x 1/B" WASHERS
ALTERNATE- USE SIMPSON MAS OR 1/2"x7" WEDGE 6. HEADER STUDS AND HEADER CRIPPLES SHOtILD BE 14 ft. N/A 12"oc. N/A 12"oc. N/A 16"oc. O
SEMCO FA-3 AT 24" o.c. ��
2 x 4 PT SILL ON SILLSEAL LTT20 ANCHOR 1 /2" THREADED ROD WITH MIN. 5" EMBEDMENT NAILED TOGETHER AT 6 oc. w 12d GUN NAILS ( .131x
w/ SEMCO TPP4 0 32" o.c.
3") STAGGERED. CLIP UNIT TO SHOE PLATE WITH I
6x6, 1000 WWM OR
A
FIBERMESH REINFORCEMENT 1— TPP4/6 CLIP AND NAIL WITH 8— 1 COM NAILS �
HD8A N 3 4" THREADED ROD WITH MIN. 8" EMBEDMENT
NUT w/ 2" x 2" x 1 /8" WASHER / / (U.0.N.) 0 �
i 'WEDGE ANCHORS SHALL BE "RAWL—STUD" OR "KWIK—BOLT" OR APPROVED EQUAL NOTE- THIS TABLE APPLIES TO STRUCTURES WITH �-
EPDXY SYSTEM SHALL BE SIMPSON "EPDXY—TIE" OR HILTI "HIT" OR APPROVED EQUAL 7. ALL WINDOW AND DOOR COMPONENTS MUST IBE DESIGNED MEAN ROOF (� .J
$ 1 ,S BEAM— w/ 1/2" THREADED SIMPSON PA 51 EMB, STRAP TO WITHSTAND THE DESIGN LOADS BASED ON A 100 MPH HEIGHT LESS THAN 25' AND CONSTRUCTED IN WIND _j V--I
s EAT VAPOR BARRIER OVER ROD THRU CENTER
TREATED AND COMPACTED FILL WIND ZONE.
1' ZONE OF
$ GARAGE SLAB THICKENED EDGE 100 MPH OR LESS. o Q
2 #5•s CONT. 8. ALL CONNECTORS ARE SEMCO OR EQUAL. (U.,O.N.) W O
MIN. 25" LAP ® CORNERS
1'-4" 2 STORY CONDITION. USE STEMWALL 9, FOUNDATION DESIGN IS BASED ON MINIMUM SOIL * ---- SPF STUD GRADE MAY BE USED ON 8' OR Q
3 # 5's CONT. ��PERMACAST COLUMN Iz
STEMWALL FOOTING BEARING CAPACITY OF 2,000 psf. LESS
TYPICAL MONOLITHIC FOOTING NOMINAL PLATE HEIGHTS ON SINGLE STORY AREAS OR w o
10. DESIGN WIND LOADS ARE BASED ON THE 1 97 SBCCI THE SECOND FLOOR ON TWO STORY AREAS.
SECTION 1606 WITH WIND SPEED OF 100 MPH.
MAILING SCHEDULE Revised 5118/98
BRICK VENEER WITH 1" AIR SPACE
AND WALL TIES AT 16"oc. VERT. AND AT
32" oc HORIZONTAL.
WITH GALV. FLASHING AND WEEP HOLES. 1 /2" THREADED COUPLING CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING
2x4 PT SILL w/ SEMCO TPP4 AT 32" OC.
1/2" x 10" A.B. AT 32- OC- — COLUMN BASE o Lap in double plate 12- 16d common 16- 0,131"x 3114"gun nails 20- 12d sinkers
w/ 2" x 2" x 1/8" WASHER
4" CONC- SLAB 2500psi w/ '--FOUNDATION 4 6"o.c. on edges and 12"o.c. in the field with 8d common, 6"o.c. on edges and 12"o.c. in the field with 0.131"x 2112" 4"o.c. on edges and 8"o.c. in
FIBERMESH OR 6x6-10/10 WWM
SW-shearwall box, screw shank or ring gun nails the field with 0.099" x gunnal s
4
1 /2" x 10" GALV. ANCHOR BOLT 3"ox, on edges and 12"o.c. in the field with 3d Common, 311 o,c. on edges and 12"o.c. in gun nails
SW 3 -shearwall box, screw shank or ring the field with 0.131"x 2112" �
II—III 114'T om' TYPICAL "PERMACAST" COLUMN 4 a 1l2"or 7116" Roof 6" o.c. on all supports with 8d common, ring shank or screvi 6"o.c. on all supports with 0.131"x 2112" smooth, ring or 6"o.c. on all supports with 0.099"x 2" ring, screw or annular ^
III ID=LL1z I--I #4 BENT INTO FOOTING AND
I I—III—I I=1 11=
1Tf-lfi=ffi-'' CLEAN, TREATED, COMPACTED FILL Q T H T C K E N E D EDGE Sheathing, 100 MPH shank,4"o.c, edge nailing with T of roof edge annular shank gun nails, 4"o,c, edge nailing within 4'of roof edge shank gun nails, 4" o.c, edge nailing within 4'of roof edge c�
$" CMU STEMWALL w/ 1#4 VERTICAL
112"or 7116" Roof 4"o.c. on edges and 6"o.c. in the Feld with 8d carr►rnon, 4"a.c.on edges and 6"o.c. in
GRAD 1—11r ' AT 48" OC. AND ALL CORNERS, w/ _ Sheathing, 110 MRH rinq shank or screw shank the field witiT 0.131"x 2112" gun nails p
-- -- NOTE: #4 VERT, TYPICALO
1, " 12" HOOK AT SLAB AND 6" HOOK OPENINGS TO s Semco HCPLL/LR 4-8d common in truss and plate 4 -0,131"x 1112"nails in truss and late
® " 10•. AT FOOTING. WIDTH USE (1)
TPP4/6 TOP AND 1 #5 CONT. Semco TPP4 16 8- 10d common 10-Sct common 10.0.131"x 1 112" nails ._- LO C�
BOTTOM
20" x 10" CONC. oPENlrlcs s' To PLACEMENT OF SIMPSON PA51 EMB. STRAP Semco RTPGA830 13- 16d common in each member 13-0.162 x 2112 Halls in each member
Semco MTS27B 24- 16d common 24-0.162"x 2112" nails O .--
FOOTING w/ 2#5's CONT. 7' WIDTH USE
--- FOR Two--STORY ----- (2)DTBOTTOMTOP Simpson HETAL 16 15- 10d x 11/2" 15- 16d corn (2 ply truss min.) co Q
1 $ USE 22"x10 FTG,
TPP4/6 AT 3z•• o.c. Simpson HD8A 3/4: Thrd. Rod Epoxied (8"Emb,), 3-7/8" bolts khru 3 W
w/ 3 #5's CONT. NOTE: (TYPICAL) — ~�
TYPICAL STRAPPING (UNO) Simpson MTS12 7 - 10d common in rafter and plates 7 -0.148"x 1 1/2"nails 1n rafter and plates
TYPICAL STEMWALL w/ BRICK VENEER NOTES: SIMPSON MTS12
ANCHOR BOLTS Simpson MTT28B 24- 16d common 24-0.162 x 2112 nails
CATYETHER SIDE Simpson H FT2l 32- 16d sinkers w
OF KING STUDS,
PLATE MUST BE
CONT. BETWEEN 7/16" OSB SHEATHING NAILED AT 6" OC. ON ALL
2x4 PT SILL w/ SEMCO TPP4 A7 32" OC. BOLT AND KING e--I
SUPPORTS w/ 8d COM OR 8d RING SHANK. Q >
1/2" x 10" A.B. AT 32" OC- ANCHOR BOLTS
W/ 2" x 2 x 1/8" WASHER MUST BE WITHIN 2 X 4 STUD
S2" OF KING ALIGN w/ RAFTER W Q
4" CONC. SLAB 2500psi w/ ROOF SHINGLES OVER 15# FELT C�
FIBERMESH OR 6x6-10/10 WWM 1/2" x 10" STRAP STUD TO DOUBLE (XD
ANCHOR BOLTS
AT 32" o-c- OR SIMPSON MTS12 CLIP PLATE w/ SIMPSON MTS'12 co
FA-3 AT 24" o.c. AT EACH RAFTER
(TYPICAL)
7 1
Ld-
=--I
II Iff—IIIJII�
LI II I111� CLEAN, TREATED, COMPACTED FILL TYPICAL HEADER STRAPPING « LrIN>
_r NAIL RAFTER TO CEILING DOUBLE RAFTERS AT DORMER WIDTH
B" CMU STEMWALL w/ 1#4 VEMICAL I SCALE: 3/8 1'-0'' ' .� �+
JOIST w 4 — 12D Com. MIN OF ( 2 5 ) � �
GRAD AT 48" OC. AND ALL CORNERS, w/ / ( ) _
•f�� 12" HOOK AT SLAB AND s•• HOOK
TRIPLE RAFTERS AT DORMER WIDTH
1' ,o' OF 5' - 8'
AT FOOTING.
• - �� HURRICANE ANCHOR AT EACH TRUSS
20" x 10" CONC. TRUSS SEE SCHEDULE 1 CLIP STUDS TO DBL. PLATE w/ SEMCO TPP4 @ 3' " •o- DOUBLE HEADER
FOOTING w/ 2#5's CONT.
FOE TWO- STcoNT. 3-16d COM @ EA. BEARING WALL - SIMPSON A35 (TYP_)
BLOCK (TYP.)
(2) 2x_ SYP DOUBLE TOP PLATE w/ 2 x _ STUDS @ 16" o.c. -- --
TYPICAL STEMWALL - ----_
D —3-12d COM (TYP.) SEMCO TPP4/6 AT 32" OC. _ NAIL RAFTER TO RIDGE w/
2x4 BLOCKING @ 24"0c. CORNICE DETAIL AS (3) .131" x 3" TOE NAILS
2x_ SPF #2 STUDS AT 16" OC. PER BUILDER'S SPECS -- 2x6 RIDGE BEAM
�—SHEARWALL � ---__ --
(SEE STUD TABLE FOR SIZES 2x 4-'s @ 24"oc. (TYP. ) a z
J' I AND SPACING AT VARIOUS HEIGHTS)
CLEAN COMPACTED FILL/ - TYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION ------ t
1 #5 CONT. (�) 2 X`f'S
�J
7/16" OSB SHEATHING NAILED AS NOTED a
Z cn
TYPICAL THICKENED EDGE FOOTING ry
4" CONC. SLAB 2500psi w/ L T
2x_ PT SILL w/ SEMCO TPP4/6 AT 32" o HCPLL CLIP (TYP.}=' � ~
E N
2 x 4 STUDS ® 1s" o.c. FIBERMESH OR 6x6-10/10 WWM
No. 2 or Bt- SPF LTS12 --
2 x 4 STUDS 0 16" o-c. CLIP STUDS TOP AND BOTTOM 1/2" X 10" A.B. AT 32" OC.
No_ 2 or Bt- SPF W/ SEMCO TPP4 0 32 o.c.
W
CLIP STUDS TOP AND BOTTOM w/ 2" x 2" x 1/8" WASHER =
W/ SEMCO TPP4 ® 32" o.c- 1/2" x 7" WEDGE ANCHORS O
�
0 32' o.c.
U �
1/2" x 7" WEDGE ANCHORS 4" CONCRETE SLAB w/
® 32 4� 6x6, 10x10 WWM OR 8" CMU STEMWALL w/ 1 #4 VERTICAL
FIBERMESH REINF. , ClTK ,Of: ATI ANTIC 6FACN
4" CONCRETE SLAB w/ 6 MIL VAPOR BARRIER OVER AT 48" OC. AND ALL CORNERS, w/ a i8LJ11-DING OFPTCV SHEET.
6x6, 10x10 WWM OR TREATED & COMPACTED FILL
FIBERMESH REINF. 12" HOOK AT SLAB AND 6" HOOK p
4 + e a b a + n 8 ao, 12
" . V AT FOOTING.
6 MIL VAPOR BARRIER OVER (2) # 5's CONT.
TREATED & COMPACTED FILL S 1'-4 $ NOTE: FOR 2-STORY CONDITION FOOTING w/ 3#5's CONT.
(2) # 5's CONT. I �-----USE 1'-8" WIDTH w,/ 3 #5's CONT. 2'-0" C
1' 4' NOTE: FOR 2-STORY CONDITION L� �/1
USE V-13" WIDTH w/ 3 #5's CONT.
TYPICAL INTERIOR BEARING FOOTING p ,{ TYPICAL EXTERIOR WALL SECTION TYPICAL DCIRMER FRAMING 3/8" = 1'-0"
TYPICAL INTERIOR BEARING STEP FOOTING TLC\ Ivl