2021 SELVA MADERA CT - REV S-4 & 7 DWGS r
WALL FRAMING NOTES: ULSBERG
LUE TO UNDERSIDE 1)ALL NEW FIRST FLOOR EXTERIOR WALLS SHALL BE
0 OF SHEATHINGHENGINEERING, INC.
CONSTRUCTED WITH ZXs SPF No.2 STUDS @ 16"O,C.U.O.N. 9
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
2)ALL NEW FIRST FLOOR INTERIOR BEARING WALLS SHALL P:904.886.2401 F:904.260.4367
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EW 14"TJI 360 SERIES
BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C.U.O.N. www.HulsbergEngineedng.com
ADJACENT TO EACH �4�otit�Ltla,►ck�}r UMBER:25846
EXISTING FLOOR TRUSS 3)THE FIRST FLOOR EXTERIOR WALL FINISH IS = °` �j /v
EXISTING--- "FLEXIBLE"(SIDING)-U.O.N. 2'�
16"FLOOR BLOCK BETWEEN JOISTS NOTIFY ENGINEER OF ANY VARIATIONS. _ :`�� =;
TRUSS OVER BEARING LOCATIONS
6 •
C . ..
SYP SHIM AT = �O : 1Wi.,1 E
BEARING EACH
END 0rA
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s-4
ese� ' ttt��1
NAIL LEAD STUD
THREADED ROD LEGEND: PSON,PE
TO EXISTING CORNER WITH • _ %"THREADED ROD FROM FL PE No.50791
0.131x3"NAILS @ 6'0.C.(TYP.) FOUNDATION TO DOUBLE PLATE. o COMMS TS:
(4"MINIMUM EMBEDMENT REQUIRED)
THREADED ROD FROM x Xd03 93014-40
FOUNDATION TO UPPER
FLOOR DOUBLE PLATE. €
of (47 MINIMUM EMBEDMENT REQUIRED)
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NEW FLOOR JOISTS Qill o 0 = HOLDOWN(AS NOTED)
REQUIRED X: o INSTALLED AT SILL PLATE
/ . SEE DETAIL"A"ON S-4 -x s
0
(3)FULL HEIGHT STUDS WITH SHEARWALL LEGEND: $ .,�
NEW(2)1%"x 9:VCH`L Z A( 1)JACK ON EACH SIDE OF OPENING _ o
W/(3)JACKS AT S-6 w/DSP TOP&BOTTOM w/ NON-BEARING WALL m
\ � END ADJACENT ANCHOR BOLT
EMOVE o = BEARING WALL
EXISTI G WALL \ EXISTING W-6 - ns
\ VP;'TED o = SHEARWALLS FASTENED WITH
8d COM 0.131"x 2Y2")NAILS
EXISTING F OOR ',f @uj
EXISTING TRUSS P.) VL11 6 O.C.0 EDGES AND 12"Of c Z
STRUCTURE EW TJI JOISTS(TYP.) ON INTERMEDIATE SUPPORTS. �
SEE DETAIL"A"ON S-4 w o SW-3 m 0 co
z o o = SHEARWALLS FASTENED WITH
REMOVE EXISTING u< _ Y
>- _ 8d COM(0.131"x 2Y2")NAILS @ CLIENT:
EXTERIOR WALL ce o X 3"O.C.ON EDGES AND 12"O.C. 3
&WINDOWS w N v m CORNkLIUS CONSTRUCTION
ON INTERMEDIATE SUPPORTS.
------
04 Z
c
° z A SBS = SHEATH BOTH SIDES OF WALL PROJECT:
- S 6 W8 x 15 STEEL MOMENT FRAME AT INDICATED SHEARWALL BURBRIDGE ALTERATION
re-*--------------------- -___w-- (SEE DETAIL"A"ON S-7)
�--- J (2021 SELVA MADERA COURT)
NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. m JOB NUMBER: COUNTY:
l ;0 1 $ 16-1243 DUVAL
-1 SCALE: 1/,1 =1'-O"(U.O.N.)
-- - WOOD FRAMED HEADER LEGEND: E
DTTZ-Z s DO NOT SCALE THIS DRAWING
HOLDOWN --- SIZ
OF HEADER ; RELEASE DATE:
— — — — (2)2x8 HEADER(TYP)w/ ''-W8 x iATEEL-MOMENT FRAME — � 09-28-16
3 FULL HEIGHT STUDS (SEE D�'fAIL'A'ON S-7) (2)2x_HEADER REVISIONS:
( ) J K 12-20-16(CMF)
BETWEEN EACH WINDOW
USE HH HIDDEN HEADER QUANTITY UANTITY c
HANGERS w/NO JACKS DRAWN BY:
OF JACKS OF KING STUDS W JCG
REQUIRED CHECKED BY: FSS
NOTE: = TITLE:
ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT
SHALL BE MINIMUM(2)2X6 No.2 OR BETTER
SYP.INSTALL MINIMUM(1)JACK AND ui
WALL LAYOUT (1)KING STUD AT EACH HEADER(U.O.N.) I SHEET:
S-4L
1
1
ULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
END PLATE --I I-- JACKSONVILLE,FL.32258
Yz"BOLTS @ 12"O.C.ALONG PLATE
" I I P:904.886.2401 F:904.260.4367
(BOLTS MAY BE RECESSED TOY")
TYP Y4"WEB STIFFENER �r www.HulsbergEngineering.com
EACH SIDE II FLORIDA C.A.NUMBER:25846
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WIDE FLANGE BEAM II
W8 x 15 ST EL BEAM AS NOTED a
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W �� _ � .•'r,�� +• •. � °,moi
• • PLATEvV c
ADJACENT DOUBLE TOP
B _ 5 79 +
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-7
II 2' N
v •
��`IYFN � F
w VARIES ANGLE WITH �� •'+��.�'
(2)-15 %"A325 BOLTS I I ••.. L OQ� a' �_�'`'
° FIELD VERIFY z CO EACH LEG o II m °O, �� Mrrne&��2Q �► �PE
Z mZ:D z (EACH SIDE) II �,,,,1�5�} $'. 91
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co z co OFFICE COPY
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ELEVATION-CORNER CONNECTION
END VIEW-CORNER CONNECTION
m
C
S-7 �y
B DETAIL-TYPICAL FRAME INTERSECTIONS
S-7
9"x 5"xYz"BASE PLATE o0 sk
w/(2)%"ANCHORS w/MIN. m mm _1
T'EMBED.(SET or AT) w W
IF
LTJ a
LL
W
W
CL
F- Z
M0t!)
a 2"(TYP.) 's
WIDE FLANGE STEEL COLUMN(AS NOTED)
< �a 3CLIENT:
(2)A307 ANCHOR BOLTS(AS NOTED) CORN4IUS CONSTRUCTION
WITH NUTb'�'AND WASHERS.
SET RODS INTO SET OR AT EPDXY. h
PROJECT:
`V BASE PLATE(AS NOTED) $ BURBRIDGE ALTERATION
A DETAIL-STEEL FRAME"A"(MOMENT FRA E) � (2021 SELVA MADERA COURT)
S-7 STEEL MOMENT FRAME NOTES:
JOB NUMBER: COUNTY:
1) ALL MOMENT FRAME CONNECTIONS S
16-1243 DUVAL
H LL BE MADE USING O
A325 HARDWARE AND INCLUDE BOTH BOLTED AND I SCALE:
o 4"= 1'-O"(U.O.N.)
WELDED COMPONENTS F
8 DO NOT SCALE THIS DRAWING
2) STRUCTURAL-STEL SHOP DRAWINGS S ALL BE PROVIDED _ RELEASE DATE:
TO CONTRACTOR AND ENGINEER OF RE ORD FOR REVIEW - 09-28-16
PRIOR TO FABRICATION REVISIONS:
12-20-16(CMF)
COORDINATE!VERIFY FRAME DIMENSIO S PER FINAL
WINDOW I DOOR OPENINGS AND FLOOR ELEVATIONS
DRAWN BY: JCG
4) FASTEN 2x BUCKS TO STEEL MEMBERS Ya"SELF TAPPING C DETAIL-STEEL FRAME BASE PLATE
SCREWS @ 18"O.C. S_7 2 CHECKED BY: FSS
TITLE:
STEEL FRAME DETAIL
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SHEET:
S-7
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